Soil stabilization using fly ash pdf
The experimental work done on soil stabilization with fly ash and rice husk ash can be concluded as follows – Soil with varying percentage of fly ash gives maximum CBR value at 8% fly ash. It increases from 3.94 % to 6.8 %.
International Research Journal of Engineering and Technology (IRJET) [3]
produced using 93% high LOI fly ash and 7% PC provided a ten batch average strength of 21 psi at 24 hours, 66 psi at 28 days, and 90 psi at 98 days , with an average inverted slump of 16.5 inches .
This paper presents the stabilization of local peat soil from Matang, Sarawak, using gypsum and fly ash. Peat soil has been identified as Peat soil has been identified as one of the major groups of soils found in Malaysia, which has high compressibility and low shear strength.
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Beyond this fly-ash content, it led to dropping the maximum dry density, however, it was still higher than the maximum dry density of the original soil.
Walkway Subgrade Stabilization Using Fly Ash Leenaloshni Joganathan, Adnan bin Zulkiple Abstract The effectiveness of fly ash use in the stabilization of soil and the method that is used to test the strength of the subgrade soil with different amount of fly ash in order to stabilize the soil were studied. In this research project, the by-product of coal which is the fly ash was used as the
1. Report No. NUTC OFFICE WILL PROVIDE cmr 13-006 2. Government Accession No. 3. Recipient’s Catalog No. 4. Title and Subtitle Use of Coal Fly Ash and Other Waste Products in Soil Stabilization …
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
PDF Expansive clay soils are extensively distributed worldwide, and are a source of great damage to infrastructure and buildings. In monsoon they imbibe water and swell and in summer they shrink
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH A dissertation submitted by Manmay Kumar Mohanty (710CE1160) In partial fulfilment of the requirements
STABILIZATION OF EXPANSIVE SOILS USING FLYASH S. Bhuvaneshwari 1 R. G. Robinson 2 S. R. Gandhi 3 ABSTRACT various researchers and have shown promising results for application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. As fly ash is freely available, for
Stabilization of Black Cotton Soil for Pavement Using Fly Ash and Lime 1Shubham Maheshwari, 2 Soil stabilization, Fly ash, Lime, Black cotton soil, Pavement. _____ I. INTRODUCTION The basic principles of soil stabilization include evaluating the properties of given soil and assessing the deficient property due to which the soil is considered weak. It also decides the appropriate method of
Soil Stabilization By Using Fly Ash SlideShare
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Soil stabilization a general term for any physical, Cement fly ash, lime fly ash (separately, or with cement or lime), bitumen, tar, cement kiln dust (CKD), tree resin and ionic stabilizers are all commonly used stabilizing agents. Other stabilization techniques include using on-site materials including sub-soils, sands, mining waste and crushed construction waste to provide stable, dust
A STUDY ON soil stabilization using fly-ash A presentation submitted in partial fulfillment of the requirements for the degree of BACHELOR OF TECHNOLOGY IN CIVIL ENGINEERING Under the guidance of asst. prof. Bhagyashree panda:
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Soil-fly ash mixtures were allowed to sit for 2 hr prior to compaction to simulate the delay between blending and compaction that commonly occurs in the field.
2.3.4 Soil Stabilization with Traditional and Non-Traditional Stabilizers The artificial traditional admixtures in order of their usage are: • Portland Cement (and Cement-Fly Ash) • Lime (and Lime-Fly Ash) • Fly Ash • Fly Ash with Cement or Lime • Bitumen and Tar • Cement Kiln Dust (CKD) In recent years an increasing number of non-traditional additives have been developed for soil
The proper use of fly ash can reduce the cost of stabilization with pure cement or pure lime, as fly ash is a waste material. Lime during stabilization contributes to initial rapid improvement of the untrained soil strength due to cation exchange (Matsuo and Kamon, 1981), whereas fly contributes mainly to the long-term gain in strength and stiffness as a result of its time-dependent pozzolana
Stabilization soils by using fly ash and mixture of lime or cement and fly ash is gaining more importance in recent times since it has widespread availability. This method is inexpensive and takes less time than other stabilization methods. Fly ash may be mixed with soil during excavation right in the field. Fly ash is a by-product produced during the combustion of pulverized coal in electric
Ash is an industrial waste from cane mills, the optimum usage of this material in subgrade soil stabilization will bring down the construction cost of the pavements. In our study an attempt is made to stabilize black cotton soil with
A Comparative Study of Soil Stabilization Using Cement, Lime and Fly Ash Amrita Shekhar1, N. K. Saxena2 1M. Tech Student, Civil Engineering Department, KNIT, Sultanpur (U.P.) 228118 India 2Professor, Civil Engineering Department, KNIT, Sultanpur (U.P.) 228118 India Abstract: Soil stabilization can be explained as the alteration of the soil properties by chemical or physical means …
1 SOIL STABILIZATION USING LIME AND FLY ASH N.Krithiga1, D.Pujitha *2,T. Palayam*3, A.revathy*4 1Assistant Professor(civil Eng),Department of Civil Engineering,Sri
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
DOWNLOAD .PDF. Recommend Documents. Soil Stabilization . soil stabilization . Slope Stability and Stabilization Methods . Bituminous soil stabilization . Bituminous soil stabilizationFull description. Remya – Soil Stabilization Using Polymer Infused Roots . Report on soil stabilization. Project Report on Soil Stabilization Using Lime and Fly Ash . Project Report on Soil Stabilization Using
The decrease is observed to be more with the increase in the quantities of fly ash up to 30% and then the trend of decrease is nominal with further increase in the percentages of fly ash. the amount of soil to be flocculated decreases and also the finer particles of fly ash may be incorporated in the voids of flocculated soil.5 Table 1 : Geotechnical properties of the selected black cotton
Using fly ash treatment of expansive soils, the shrink- swell potential of material is generally reduced to levels comparable with lime treatment. 2 Stabilization – …
The use of fly ash has been studied to investigate the strength properties of stabilized soils collected from two sites of Chittagong coastal region namely, Anwara and Banshkhali. In the present study unconfined compressive strength (q u), compaction properties and flexural properties has been
Use of calcium carbide and fly ash type F for stabilization of a clayey sand for earth construction. Strength increase from 0.2 MPa to over 5 MPa after 60 days of curing. CCR:FA ratio of 40:60 with 12% binder content showed a significant growth of strength of the tested soil.
Amu et al. (2005) had used (Class- F) fly ash and cement for stabilization of expansive soil. It was found that stabilizing effect It was found that stabilizing effect of 9% cement and 3% fly ash was better than the stabilizing effect 12% cement.
iii ABSTRACT Soil Stabilization Using Optimum Quantity of Calcium Chloride with Class F Fly Ash. (August 2005) Hyung Jun Choi, B.S., Hong-ik University
SCOPE OF THE PROJECT The soil used in the study is natural clay brought from Kumarakom.but use of fly ash which is a waste material from thermal power plants.the roads require periodic maintenance to take up repeated application of wheel loads.and at the same time. to improve subgrade characteristics. .This proves to be costly .
Soil Stabilization using Rice Husk Ash Lime and Jute
How to cite this article: Mohanty S K, Pradhan P K, Mohanty C R . Stabilization of Expansive Soil Using Industrial Waste: Fly Ash. Civil Eng Res J. 2018;
Project Report on Soil Stabilization Using Lime and Fly Ash – Download as Word Doc (.doc / .docx), PDF File (.pdf), Text File (.txt) or read online. 32326
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
3267 Research Results of Fine-Grained Soil Stabilization Using Fly Ash from Serbian Electric Power Plants Les résultats de recherche de la stabilisation des sols de grains fins en utilisant les cendres
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
Coal Fly Ash” that provides design information on the use of coal fly ash in soil stabilization, which has been used by some states in developing procedures and …
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve- – eso city of ash veteran guide Soil Stabilization By Using Fly Ash www.iosrjournals.org 23 Page Table 3: SPECIFIC GRAVITY VALUES FOR FLY ASH % OF FLY ASH SPECIFIC GRAVITY 0 2.7 3 2.6 5 2.8 6 2.7 9 2.7 Fig 3. SPECIFIC GRAVITY CURVE FOR SOIL WITH FLY ASH Proctor compaction test The OMC of the soil with varying percentage of Fly Ash is given in table 3 and fig 3
Soil stabilization is the process which is used to improve the engineering properties of the soil and thus making it more stable. Soil stabilization is required when the soil available for construction is not suitable for the intended purpose. It includes compaction, preconsolidation, drainage and many other such processes. For instance, fly ash is solid waste from thermal power plant which is
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
possible use of fly ash for stabilizing these soils has been explored in this study. The West Coast Paper Mills, Dandeli (Karwar dist, Karnataka), located at about 60 km. from Hubballi-
The transformation of soil index properties by adding chemicals such as cement, fly ash, lime, or a combination of these, often alters the physical and chemical properties of the soil including the cementation of the soil particles.
Through soil stabilization, unbound materials stabilized with cementican be tious materials (cement, lime, fly ash, bitumen or combination of these). The stabilized soil
LITERATURE REVIEW ON CEMENT KILN DUST USAGE IN SOIL AND
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
Soil Stabilization using Rice Husk Ash and Cement 53 Figure 3. Variation of CBR with RHA Content Figure 4. Variation of UCS with RHA Content The UCS is increased by 90.6% for RHA content of 10%.
Robinson, S. R. Gandhi[3] suggested Stabilization Of Expansive Soils Using Fly ash. Often, large areas Often, large areas are covered with highly plastic and expansive soil, which is …
In the present study, I tried to prove soil stabilization using stabilized flyash. for the stabilization of flyash, we need to improve the flash properties by adding some admixtures. in the present study, we are using lime and sodium silicate as additives to improve the soil properties.
Stabilization of Expansive Soils Using Flyash and Murrum Prof.J.M. Raut 1 Dr. S.P carried out by various researchers and have shown promising results for application of such expansive soil after stabilization with additives like cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for projects in the in nearby vicinity, it can be used for stabilization
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to make the soil to be stable. Addition of such materials will …
Geotechnical Properties of Fly Ash and its Application on
Soil Stabilization using Rice Husk Ash and Cement
1 Pavement Subgrade Stabilization and Construction Using Bed and Fly Ash N. Mike Jackson1, Robb Mack2, Scott Schultz2, and Mag Malek1 1 University of North Florida, 4567 St. John Bluff Road, South, Jacksonville, FL 32224;
IJRRAS 7 (1) April 2011 Rahman & al. Literature Review on Cement Kiln Dust Usage in Soil 78 The present study provides a literature review on the usage of CKD for soil and waste stabilization.
Stabil-Mix Improved Soil Stabilization and Construction Cost Savings Stabil-Mix Contractors have long utilized roadbed stabilization techniques using chemicals such
“Stabilization of Pavement Subgrade by Using Fly Ash Activated by Cement.” American Journal of Civil Engineering and Architecture 3, Fly ash has historically been used in concrete and soil stabilization. Fly ash is a by-product material from burning coal during power generation, while lime and Portland cement are manufactured materials. As with other by-products, the properties of fly ash
In the present study, using fly ash obtained from Sesa Sterlite, Jharsuguda, Odisha, stabilization of black cotton soil obtained from Nagpur is attempted. With various proportions of this additive i.e. 10%, 20%, 30%, 40% & 50%, expansive soils is stabilized. Owing to the fact that fly ash possess no plastic property, plasticity index (P.I.) of clay-fly ash mixes show a decrease in value with
Soil Stabilization using Rice Husk Ash, Lime and Jute Vishnu T.C#1 Raseem Rasheed*2 Shadiya K*3 Rameesha K*4 Sreelakshmi T.R*5 Parvathy K.M*6 #Faculty of Civil Department, RCET Akkikavu, India *Student of Civil Department, RCET Akkikavu, India Abstract Every millions of year of tonnes of pozzolanic material is produced all over India which is categorized as hazardous material. It is better …
Project Report on Soil Stabilization Using Lime and Fly Ash
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
behaviour of expansive soil mixed with cement and fly ash independently. Based upon the favourable results Based upon the favourable results obtained, it can be concluded that the expansive soil can be successfully stabilized with cement or fly ash.
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH – Free download as Powerpoint Presentation (.ppt / .pptx), PDF File (.pdf), Text File (.txt) or view presentation slides online. This paper is based on a study conducted on the plastic clay type soil of KUMARAKAM.
Stabilization of Lithomargic Soil Using Alkali Activated Fly-Ash with GGBS International Journal of Constructive Research in Civil Engineering (IJCRCE) Page 21
expansive soils using pdf – Soil Stabilization By Using Fly Ash www.iosrjournals.org 22 Page Analysis of lab tests: Atterberg’s limits Thu, 13 Dec 2018 15:03:00 GMT Soil Stabilization By Using Fly Ash – IOSR Journals – The physical properties of soils, in order of decreasing importance for ecosystem services such as crop production, are texture, structure, bulk density, porosity
In the study, the stabilization of a clayey soil with fly ash and lime was investigated and the effects of the stabilization on the geotechnical and chemical properties of a clayey soil were studied. The optimum fly ash content was found at 20 % considering the unconfined compressive strength of treated soil. As the increased strength of soil with addition of fly ash was not adequate enough to
Stabilization of Lithomargic Soil Using Alkali Activated
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
tim ash landing page optimization 2nd edition 2012 pdf – Stabil-Mix flyash.com
SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM
Stabilization of Expansive Soil Using Industrial Waste
STUDIES ON STABILIZATION OF EXAPANSIVE SOIL USING IJAER
A Experimental Study of Black Cotton Soil Stabilized with
Stabilization of weak subgrade soil for road construction
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
Soil stabilization a general term for any physical, Cement fly ash, lime fly ash (separately, or with cement or lime), bitumen, tar, cement kiln dust (CKD), tree resin and ionic stabilizers are all commonly used stabilizing agents. Other stabilization techniques include using on-site materials including sub-soils, sands, mining waste and crushed construction waste to provide stable, dust
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve-
A Comparative Study of Soil Stabilization Using Cement, Lime and Fly Ash Amrita Shekhar1, N. K. Saxena2 1M. Tech Student, Civil Engineering Department, KNIT, Sultanpur (U.P.) 228118 India 2Professor, Civil Engineering Department, KNIT, Sultanpur (U.P.) 228118 India Abstract: Soil stabilization can be explained as the alteration of the soil properties by chemical or physical means …
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
Ash is an industrial waste from cane mills, the optimum usage of this material in subgrade soil stabilization will bring down the construction cost of the pavements. In our study an attempt is made to stabilize black cotton soil with
possible use of fly ash for stabilizing these soils has been explored in this study. The West Coast Paper Mills, Dandeli (Karwar dist, Karnataka), located at about 60 km. from Hubballi-
Stabilization soils by using fly ash and mixture of lime or cement and fly ash is gaining more importance in recent times since it has widespread availability. This method is inexpensive and takes less time than other stabilization methods. Fly ash may be mixed with soil during excavation right in the field. Fly ash is a by-product produced during the combustion of pulverized coal in electric
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
1 SOIL STABILIZATION USING LIME AND FLY ASH N.Krithiga1, D.Pujitha *2,T. Palayam*3, A.revathy*4 1Assistant Professor(civil Eng),Department of Civil Engineering,Sri
Soil stabilization is the process which is used to improve the engineering properties of the soil and thus making it more stable. Soil stabilization is required when the soil available for construction is not suitable for the intended purpose. It includes compaction, preconsolidation, drainage and many other such processes. For instance, fly ash is solid waste from thermal power plant which is
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
iii ABSTRACT Soil Stabilization Using Optimum Quantity of Calcium Chloride with Class F Fly Ash. (August 2005) Hyung Jun Choi, B.S., Hong-ik University
The experimental work done on soil stabilization with fly ash and rice husk ash can be concluded as follows – Soil with varying percentage of fly ash gives maximum CBR value at 8% fly ash. It increases from 3.94 % to 6.8 %.
Soil stabilization a general term for any physical, Cement fly ash, lime fly ash (separately, or with cement or lime), bitumen, tar, cement kiln dust (CKD), tree resin and ionic stabilizers are all commonly used stabilizing agents. Other stabilization techniques include using on-site materials including sub-soils, sands, mining waste and crushed construction waste to provide stable, dust
Stabilization of Pavement Subgrade by Using Fly Ash
STABILIZATION OF ORGANIC SOILS USING FLY ASH
iii ABSTRACT Soil Stabilization Using Optimum Quantity of Calcium Chloride with Class F Fly Ash. (August 2005) Hyung Jun Choi, B.S., Hong-ik University
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
A Comparative Study of Soil Stabilization Using Cement, Lime and Fly Ash Amrita Shekhar1, N. K. Saxena2 1M. Tech Student, Civil Engineering Department, KNIT, Sultanpur (U.P.) 228118 India 2Professor, Civil Engineering Department, KNIT, Sultanpur (U.P.) 228118 India Abstract: Soil stabilization can be explained as the alteration of the soil properties by chemical or physical means …
International Research Journal of Engineering and Technology (IRJET) [3]
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
Soil Stabilization By Using Fly Ash www.iosrjournals.org 23 Page Table 3: SPECIFIC GRAVITY VALUES FOR FLY ASH % OF FLY ASH SPECIFIC GRAVITY 0 2.7 3 2.6 5 2.8 6 2.7 9 2.7 Fig 3. SPECIFIC GRAVITY CURVE FOR SOIL WITH FLY ASH Proctor compaction test The OMC of the soil with varying percentage of Fly Ash is given in table 3 and fig 3
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
Soil Stabilization using Rice Husk Ash and Cement 53 Figure 3. Variation of CBR with RHA Content Figure 4. Variation of UCS with RHA Content The UCS is increased by 90.6% for RHA content of 10%.
Walkway Subgrade Stabilization Using Fly Ash Leenaloshni Joganathan, Adnan bin Zulkiple Abstract The effectiveness of fly ash use in the stabilization of soil and the method that is used to test the strength of the subgrade soil with different amount of fly ash in order to stabilize the soil were studied. In this research project, the by-product of coal which is the fly ash was used as the
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve-
The experimental work done on soil stabilization with fly ash and rice husk ash can be concluded as follows – Soil with varying percentage of fly ash gives maximum CBR value at 8% fly ash. It increases from 3.94 % to 6.8 %.
IJRRAS 7 (1) April 2011 Rahman & al. Literature Review on Cement Kiln Dust Usage in Soil 78 The present study provides a literature review on the usage of CKD for soil and waste stabilization.
Stabilization of Expansive Soils Using Fly Ash ethesis
Stabilization of Cr in fly ash using magnesia
PDF Expansive clay soils are extensively distributed worldwide, and are a source of great damage to infrastructure and buildings. In monsoon they imbibe water and swell and in summer they shrink
Robinson, S. R. Gandhi[3] suggested Stabilization Of Expansive Soils Using Fly ash. Often, large areas Often, large areas are covered with highly plastic and expansive soil, which is …
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
produced using 93% high LOI fly ash and 7% PC provided a ten batch average strength of 21 psi at 24 hours, 66 psi at 28 days, and 90 psi at 98 days , with an average inverted slump of 16.5 inches .
Soil Stabilization using Rice Husk Ash, Lime and Jute Vishnu T.C#1 Raseem Rasheed*2 Shadiya K*3 Rameesha K*4 Sreelakshmi T.R*5 Parvathy K.M*6 #Faculty of Civil Department, RCET Akkikavu, India *Student of Civil Department, RCET Akkikavu, India Abstract Every millions of year of tonnes of pozzolanic material is produced all over India which is categorized as hazardous material. It is better …
International Research Journal of Engineering and Technology (IRJET) [3]
2.3.4 Soil Stabilization with Traditional and Non-Traditional Stabilizers The artificial traditional admixtures in order of their usage are: • Portland Cement (and Cement-Fly Ash) • Lime (and Lime-Fly Ash) • Fly Ash • Fly Ash with Cement or Lime • Bitumen and Tar • Cement Kiln Dust (CKD) In recent years an increasing number of non-traditional additives have been developed for soil
possible use of fly ash for stabilizing these soils has been explored in this study. The West Coast Paper Mills, Dandeli (Karwar dist, Karnataka), located at about 60 km. from Hubballi-
Project Report on Soil Stabilization Using Lime and Fly Ash – Download as Word Doc (.doc / .docx), PDF File (.pdf), Text File (.txt) or read online. 32326
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
State Regulation of Fly Ash Use in Subbase Stabilization
Pavement Subgrade Stabilization and Construction Using Bed
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
International Research Journal of Engineering and Technology (IRJET) [3]
This paper presents the stabilization of local peat soil from Matang, Sarawak, using gypsum and fly ash. Peat soil has been identified as Peat soil has been identified as one of the major groups of soils found in Malaysia, which has high compressibility and low shear strength.
In the study, the stabilization of a clayey soil with fly ash and lime was investigated and the effects of the stabilization on the geotechnical and chemical properties of a clayey soil were studied. The optimum fly ash content was found at 20 % considering the unconfined compressive strength of treated soil. As the increased strength of soil with addition of fly ash was not adequate enough to
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
Ash is an industrial waste from cane mills, the optimum usage of this material in subgrade soil stabilization will bring down the construction cost of the pavements. In our study an attempt is made to stabilize black cotton soil with
Soil stabilization is the process which is used to improve the engineering properties of the soil and thus making it more stable. Soil stabilization is required when the soil available for construction is not suitable for the intended purpose. It includes compaction, preconsolidation, drainage and many other such processes. For instance, fly ash is solid waste from thermal power plant which is
expansive soils using pdf – Soil Stabilization By Using Fly Ash www.iosrjournals.org 22 Page Analysis of lab tests: Atterberg’s limits Thu, 13 Dec 2018 15:03:00 GMT Soil Stabilization By Using Fly Ash – IOSR Journals – The physical properties of soils, in order of decreasing importance for ecosystem services such as crop production, are texture, structure, bulk density, porosity
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Effect of Fly Ash Stabilization on Geotechnical Properties
Soil Stabilisation Using Fly-AshauthorSTREAM
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
Coal Fly Ash” that provides design information on the use of coal fly ash in soil stabilization, which has been used by some states in developing procedures and …
expansive soils using pdf – Soil Stabilization By Using Fly Ash www.iosrjournals.org 22 Page Analysis of lab tests: Atterberg’s limits Thu, 13 Dec 2018 15:03:00 GMT Soil Stabilization By Using Fly Ash – IOSR Journals – The physical properties of soils, in order of decreasing importance for ecosystem services such as crop production, are texture, structure, bulk density, porosity
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
The experimental work done on soil stabilization with fly ash and rice husk ash can be concluded as follows – Soil with varying percentage of fly ash gives maximum CBR value at 8% fly ash. It increases from 3.94 % to 6.8 %.
behaviour of expansive soil mixed with cement and fly ash independently. Based upon the favourable results Based upon the favourable results obtained, it can be concluded that the expansive soil can be successfully stabilized with cement or fly ash.
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
“Stabilization of Pavement Subgrade by Using Fly Ash Activated by Cement.” American Journal of Civil Engineering and Architecture 3, Fly ash has historically been used in concrete and soil stabilization. Fly ash is a by-product material from burning coal during power generation, while lime and Portland cement are manufactured materials. As with other by-products, the properties of fly ash
PDF Expansive clay soils are extensively distributed worldwide, and are a source of great damage to infrastructure and buildings. In monsoon they imbibe water and swell and in summer they shrink
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
iii ABSTRACT Soil Stabilization Using Optimum Quantity of Calcium Chloride with Class F Fly Ash. (August 2005) Hyung Jun Choi, B.S., Hong-ik University
LITERATURE REVIEW ON CEMENT KILN DUST USAGE IN SOIL AND
Soil Stabilization using Rice Husk Ash Lime and Jute
Use of calcium carbide and fly ash type F for stabilization of a clayey sand for earth construction. Strength increase from 0.2 MPa to over 5 MPa after 60 days of curing. CCR:FA ratio of 40:60 with 12% binder content showed a significant growth of strength of the tested soil.
Soil stabilization is the process which is used to improve the engineering properties of the soil and thus making it more stable. Soil stabilization is required when the soil available for construction is not suitable for the intended purpose. It includes compaction, preconsolidation, drainage and many other such processes. For instance, fly ash is solid waste from thermal power plant which is
Soil Stabilization using Rice Husk Ash, Lime and Jute Vishnu T.C#1 Raseem Rasheed*2 Shadiya K*3 Rameesha K*4 Sreelakshmi T.R*5 Parvathy K.M*6 #Faculty of Civil Department, RCET Akkikavu, India *Student of Civil Department, RCET Akkikavu, India Abstract Every millions of year of tonnes of pozzolanic material is produced all over India which is categorized as hazardous material. It is better …
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to make the soil to be stable. Addition of such materials will …
SCOPE OF THE PROJECT The soil used in the study is natural clay brought from Kumarakom.but use of fly ash which is a waste material from thermal power plants.the roads require periodic maintenance to take up repeated application of wheel loads.and at the same time. to improve subgrade characteristics. .This proves to be costly .
In the present study, using fly ash obtained from Sesa Sterlite, Jharsuguda, Odisha, stabilization of black cotton soil obtained from Nagpur is attempted. With various proportions of this additive i.e. 10%, 20%, 30%, 40% & 50%, expansive soils is stabilized. Owing to the fact that fly ash possess no plastic property, plasticity index (P.I.) of clay-fly ash mixes show a decrease in value with
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
Stabilization of Black Cotton Soil for Pavement Using Fly Ash and Lime 1Shubham Maheshwari, 2 Soil stabilization, Fly ash, Lime, Black cotton soil, Pavement. _____ I. INTRODUCTION The basic principles of soil stabilization include evaluating the properties of given soil and assessing the deficient property due to which the soil is considered weak. It also decides the appropriate method of
Amu et al. (2005) had used (Class- F) fly ash and cement for stabilization of expansive soil. It was found that stabilizing effect It was found that stabilizing effect of 9% cement and 3% fly ash was better than the stabilizing effect 12% cement.
Coal Fly Ash” that provides design information on the use of coal fly ash in soil stabilization, which has been used by some states in developing procedures and …
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
Stabilization of weak subgrade soil for road construction
IJRRAS 7 (1) April 2011 Rahman & al. Literature Review on Cement Kiln Dust Usage in Soil 78 The present study provides a literature review on the usage of CKD for soil and waste stabilization.
Soil-fly ash mixtures were allowed to sit for 2 hr prior to compaction to simulate the delay between blending and compaction that commonly occurs in the field.
“Stabilization of Pavement Subgrade by Using Fly Ash Activated by Cement.” American Journal of Civil Engineering and Architecture 3, Fly ash has historically been used in concrete and soil stabilization. Fly ash is a by-product material from burning coal during power generation, while lime and Portland cement are manufactured materials. As with other by-products, the properties of fly ash
Soil Stabilization using Rice Husk Ash and Cement 53 Figure 3. Variation of CBR with RHA Content Figure 4. Variation of UCS with RHA Content The UCS is increased by 90.6% for RHA content of 10%.
Using fly ash treatment of expansive soils, the shrink- swell potential of material is generally reduced to levels comparable with lime treatment. 2 Stabilization – …
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH A dissertation submitted by Manmay Kumar Mohanty (710CE1160) In partial fulfilment of the requirements
SCOPE OF THE PROJECT The soil used in the study is natural clay brought from Kumarakom.but use of fly ash which is a waste material from thermal power plants.the roads require periodic maintenance to take up repeated application of wheel loads.and at the same time. to improve subgrade characteristics. .This proves to be costly .
Stabilization of Black Cotton Soil for Pavement Using Fly Ash and Lime 1Shubham Maheshwari, 2 Soil stabilization, Fly ash, Lime, Black cotton soil, Pavement. _____ I. INTRODUCTION The basic principles of soil stabilization include evaluating the properties of given soil and assessing the deficient property due to which the soil is considered weak. It also decides the appropriate method of
Soil Stabilization By Using Fly Ash SlideShare
Stabilization of Lithomargic Soil Using Alkali Activated
produced using 93% high LOI fly ash and 7% PC provided a ten batch average strength of 21 psi at 24 hours, 66 psi at 28 days, and 90 psi at 98 days , with an average inverted slump of 16.5 inches .
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH – Free download as Powerpoint Presentation (.ppt / .pptx), PDF File (.pdf), Text File (.txt) or view presentation slides online. This paper is based on a study conducted on the plastic clay type soil of KUMARAKAM.
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH A dissertation submitted by Manmay Kumar Mohanty (710CE1160) In partial fulfilment of the requirements
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
In the present study, I tried to prove soil stabilization using stabilized flyash. for the stabilization of flyash, we need to improve the flash properties by adding some admixtures. in the present study, we are using lime and sodium silicate as additives to improve the soil properties.
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
PDF Expansive clay soils are extensively distributed worldwide, and are a source of great damage to infrastructure and buildings. In monsoon they imbibe water and swell and in summer they shrink
Soil Stabilization using Rice Husk Ash and Cement 53 Figure 3. Variation of CBR with RHA Content Figure 4. Variation of UCS with RHA Content The UCS is increased by 90.6% for RHA content of 10%.
Beyond this fly-ash content, it led to dropping the maximum dry density, however, it was still higher than the maximum dry density of the original soil.
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve-
Cement Lime and Fly Ash A Comparative Study of Soil
Stabilization of weak subgrade soil for road construction
Soil-fly ash mixtures were allowed to sit for 2 hr prior to compaction to simulate the delay between blending and compaction that commonly occurs in the field.
produced using 93% high LOI fly ash and 7% PC provided a ten batch average strength of 21 psi at 24 hours, 66 psi at 28 days, and 90 psi at 98 days , with an average inverted slump of 16.5 inches .
Walkway Subgrade Stabilization Using Fly Ash Leenaloshni Joganathan, Adnan bin Zulkiple Abstract The effectiveness of fly ash use in the stabilization of soil and the method that is used to test the strength of the subgrade soil with different amount of fly ash in order to stabilize the soil were studied. In this research project, the by-product of coal which is the fly ash was used as the
Soil stabilization is the process which is used to improve the engineering properties of the soil and thus making it more stable. Soil stabilization is required when the soil available for construction is not suitable for the intended purpose. It includes compaction, preconsolidation, drainage and many other such processes. For instance, fly ash is solid waste from thermal power plant which is
DOWNLOAD .PDF. Recommend Documents. Soil Stabilization . soil stabilization . Slope Stability and Stabilization Methods . Bituminous soil stabilization . Bituminous soil stabilizationFull description. Remya – Soil Stabilization Using Polymer Infused Roots . Report on soil stabilization. Project Report on Soil Stabilization Using Lime and Fly Ash . Project Report on Soil Stabilization Using
A Experimental Study of Black Cotton Soil Stabilized with
State Regulation of Fly Ash Use in Subbase Stabilization
Use of calcium carbide and fly ash type F for stabilization of a clayey sand for earth construction. Strength increase from 0.2 MPa to over 5 MPa after 60 days of curing. CCR:FA ratio of 40:60 with 12% binder content showed a significant growth of strength of the tested soil.
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to make the soil to be stable. Addition of such materials will …
Soil Stabilization using Rice Husk Ash and Cement 53 Figure 3. Variation of CBR with RHA Content Figure 4. Variation of UCS with RHA Content The UCS is increased by 90.6% for RHA content of 10%.
International Research Journal of Engineering and Technology (IRJET) [3]
3267 Research Results of Fine-Grained Soil Stabilization Using Fly Ash from Serbian Electric Power Plants Les résultats de recherche de la stabilisation des sols de grains fins en utilisant les cendres
The transformation of soil index properties by adding chemicals such as cement, fly ash, lime, or a combination of these, often alters the physical and chemical properties of the soil including the cementation of the soil particles.
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH – Free download as Powerpoint Presentation (.ppt / .pptx), PDF File (.pdf), Text File (.txt) or view presentation slides online. This paper is based on a study conducted on the plastic clay type soil of KUMARAKAM.
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
Soil stabilization a general term for any physical, Cement fly ash, lime fly ash (separately, or with cement or lime), bitumen, tar, cement kiln dust (CKD), tree resin and ionic stabilizers are all commonly used stabilizing agents. Other stabilization techniques include using on-site materials including sub-soils, sands, mining waste and crushed construction waste to provide stable, dust
Robinson, S. R. Gandhi[3] suggested Stabilization Of Expansive Soils Using Fly ash. Often, large areas Often, large areas are covered with highly plastic and expansive soil, which is …
Project Report on Soil Stabilization Using Lime and Fly Ash – Download as Word Doc (.doc / .docx), PDF File (.pdf), Text File (.txt) or read online. 32326
A STUDY ON soil stabilization using fly-ash A presentation submitted in partial fulfillment of the requirements for the degree of BACHELOR OF TECHNOLOGY IN CIVIL ENGINEERING Under the guidance of asst. prof. Bhagyashree panda:
Soft subgrades’ stabilization by using various fly ashes
Cement Lime and Fly Ash A Comparative Study of Soil
produced using 93% high LOI fly ash and 7% PC provided a ten batch average strength of 21 psi at 24 hours, 66 psi at 28 days, and 90 psi at 98 days , with an average inverted slump of 16.5 inches .
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
The transformation of soil index properties by adding chemicals such as cement, fly ash, lime, or a combination of these, often alters the physical and chemical properties of the soil including the cementation of the soil particles.
In the study, the stabilization of a clayey soil with fly ash and lime was investigated and the effects of the stabilization on the geotechnical and chemical properties of a clayey soil were studied. The optimum fly ash content was found at 20 % considering the unconfined compressive strength of treated soil. As the increased strength of soil with addition of fly ash was not adequate enough to
Soil Stabilization By Using Fly Ash www.iosrjournals.org 23 Page Table 3: SPECIFIC GRAVITY VALUES FOR FLY ASH % OF FLY ASH SPECIFIC GRAVITY 0 2.7 3 2.6 5 2.8 6 2.7 9 2.7 Fig 3. SPECIFIC GRAVITY CURVE FOR SOIL WITH FLY ASH Proctor compaction test The OMC of the soil with varying percentage of Fly Ash is given in table 3 and fig 3
The use of fly ash has been studied to investigate the strength properties of stabilized soils collected from two sites of Chittagong coastal region namely, Anwara and Banshkhali. In the present study unconfined compressive strength (q u), compaction properties and flexural properties has been
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
STABILIZATION OF EXPANSIVE SOILS USING FLYASH S. Bhuvaneshwari 1 R. G. Robinson 2 S. R. Gandhi 3 ABSTRACT various researchers and have shown promising results for application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. As fly ash is freely available, for
Stabilization soils by using fly ash and mixture of lime or cement and fly ash is gaining more importance in recent times since it has widespread availability. This method is inexpensive and takes less time than other stabilization methods. Fly ash may be mixed with soil during excavation right in the field. Fly ash is a by-product produced during the combustion of pulverized coal in electric
Walkway Subgrade Stabilization Using Fly Ash CORE
Soil Stabilization Fly Ash Soil es.scribd.com
1 SOIL STABILIZATION USING LIME AND FLY ASH N.Krithiga1, D.Pujitha *2,T. Palayam*3, A.revathy*4 1Assistant Professor(civil Eng),Department of Civil Engineering,Sri
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
The decrease is observed to be more with the increase in the quantities of fly ash up to 30% and then the trend of decrease is nominal with further increase in the percentages of fly ash. the amount of soil to be flocculated decreases and also the finer particles of fly ash may be incorporated in the voids of flocculated soil.5 Table 1 : Geotechnical properties of the selected black cotton
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
International Research Journal of Engineering and Technology (IRJET) [3]
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
Stabilization soils by using fly ash and mixture of lime or cement and fly ash is gaining more importance in recent times since it has widespread availability. This method is inexpensive and takes less time than other stabilization methods. Fly ash may be mixed with soil during excavation right in the field. Fly ash is a by-product produced during the combustion of pulverized coal in electric
Ash is an industrial waste from cane mills, the optimum usage of this material in subgrade soil stabilization will bring down the construction cost of the pavements. In our study an attempt is made to stabilize black cotton soil with
Stabilisation of Black Cotton Soils Using Fly Ash
Peat Stabilization using Gypsum and Fly Ash
Soil Stabilization using Rice Husk Ash, Lime and Jute Vishnu T.C#1 Raseem Rasheed*2 Shadiya K*3 Rameesha K*4 Sreelakshmi T.R*5 Parvathy K.M*6 #Faculty of Civil Department, RCET Akkikavu, India *Student of Civil Department, RCET Akkikavu, India Abstract Every millions of year of tonnes of pozzolanic material is produced all over India which is categorized as hazardous material. It is better …
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
Soil-fly ash mixtures were allowed to sit for 2 hr prior to compaction to simulate the delay between blending and compaction that commonly occurs in the field.
3267 Research Results of Fine-Grained Soil Stabilization Using Fly Ash from Serbian Electric Power Plants Les résultats de recherche de la stabilisation des sols de grains fins en utilisant les cendres
possible use of fly ash for stabilizing these soils has been explored in this study. The West Coast Paper Mills, Dandeli (Karwar dist, Karnataka), located at about 60 km. from Hubballi-
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
iii ABSTRACT Soil Stabilization Using Optimum Quantity of Calcium Chloride with Class F Fly Ash. (August 2005) Hyung Jun Choi, B.S., Hong-ik University
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
Soil Stabilisation Using Fly-AshauthorSTREAM
Stabilization of Black Cotton Soil for Pavement Using Fly
produced using 93% high LOI fly ash and 7% PC provided a ten batch average strength of 21 psi at 24 hours, 66 psi at 28 days, and 90 psi at 98 days , with an average inverted slump of 16.5 inches .
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
Cement Lime and Fly Ash A Comparative Study of Soil
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
SCOPE OF THE PROJECT The soil used in the study is natural clay brought from Kumarakom.but use of fly ash which is a waste material from thermal power plants.the roads require periodic maintenance to take up repeated application of wheel loads.and at the same time. to improve subgrade characteristics. .This proves to be costly .
Stabil-Mix Improved Soil Stabilization and Construction Cost Savings Stabil-Mix Contractors have long utilized roadbed stabilization techniques using chemicals such
Using fly ash treatment of expansive soils, the shrink- swell potential of material is generally reduced to levels comparable with lime treatment. 2 Stabilization – …
Through soil stabilization, unbound materials stabilized with cementican be tious materials (cement, lime, fly ash, bitumen or combination of these). The stabilized soil
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
How to cite this article: Mohanty S K, Pradhan P K, Mohanty C R . Stabilization of Expansive Soil Using Industrial Waste: Fly Ash. Civil Eng Res J. 2018;
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
Stabilization of Black Cotton Soil for Pavement Using Fly Ash and Lime 1Shubham Maheshwari, 2 Soil stabilization, Fly ash, Lime, Black cotton soil, Pavement. _____ I. INTRODUCTION The basic principles of soil stabilization include evaluating the properties of given soil and assessing the deficient property due to which the soil is considered weak. It also decides the appropriate method of
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
PDF Expansive clay soils are extensively distributed worldwide, and are a source of great damage to infrastructure and buildings. In monsoon they imbibe water and swell and in summer they shrink
1 Pavement Subgrade Stabilization and Construction Using Bed and Fly Ash N. Mike Jackson1, Robb Mack2, Scott Schultz2, and Mag Malek1 1 University of North Florida, 4567 St. John Bluff Road, South, Jacksonville, FL 32224;
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
Soil-fly ash mixtures were allowed to sit for 2 hr prior to compaction to simulate the delay between blending and compaction that commonly occurs in the field.
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
LITERATURE REVIEW ON CEMENT KILN DUST USAGE IN SOIL AND
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
State Regulation of Fly Ash Use in Subbase Stabilization
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve-
Pavement Subgrade Stabilization and Construction Using Bed
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH
SOIL STABILIZATION USING LIME AND FLY ASH
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
2.3.4 Soil Stabilization with Traditional and Non-Traditional Stabilizers The artificial traditional admixtures in order of their usage are: • Portland Cement (and Cement-Fly Ash) • Lime (and Lime-Fly Ash) • Fly Ash • Fly Ash with Cement or Lime • Bitumen and Tar • Cement Kiln Dust (CKD) In recent years an increasing number of non-traditional additives have been developed for soil
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
STUDIES ON STABILIZATION OF EXAPANSIVE SOIL USING IJAER
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
The use of fly ash has been studied to investigate the strength properties of stabilized soils collected from two sites of Chittagong coastal region namely, Anwara and Banshkhali. In the present study unconfined compressive strength (q u), compaction properties and flexural properties has been
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
Thesis A study on strengthening of soil using stabilized
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
Use of calcium carbide and fly ash type F for stabilization of a clayey sand for earth construction. Strength increase from 0.2 MPa to over 5 MPa after 60 days of curing. CCR:FA ratio of 40:60 with 12% binder content showed a significant growth of strength of the tested soil.
SOIL STABILIZATION USING LIME AND FLY ASH
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
Soil Stabilisation Using Fly-AshauthorSTREAM
Soil Stabilization By Using Fly Ash http://www.iosrjournals.org 23 Page Table 3: SPECIFIC GRAVITY VALUES FOR FLY ASH % OF FLY ASH SPECIFIC GRAVITY 0 2.7 3 2.6 5 2.8 6 2.7 9 2.7 Fig 3. SPECIFIC GRAVITY CURVE FOR SOIL WITH FLY ASH Proctor compaction test The OMC of the soil with varying percentage of Fly Ash is given in table 3 and fig 3
Chemical stabilization of rammed earth using calcium
Stabilisation-of-Black-Cotton-Soils-Using-Fly-Ash.pdf
Stabilization of Expansive Soils Using Flyash and Murrum Prof.J.M. Raut 1 Dr. S.P carried out by various researchers and have shown promising results for application of such expansive soil after stabilization with additives like cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for projects in the in nearby vicinity, it can be used for stabilization
Stabilization of Black Cotton Soil for Pavement Using Fly
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
Stabilization of a Clayey Soil with Fly Ash and Lime A
A Review On Stabilization Of Black Cotton Soil By Using
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
In the present study, I tried to prove soil stabilization using stabilized flyash. for the stabilization of flyash, we need to improve the flash properties by adding some admixtures. in the present study, we are using lime and sodium silicate as additives to improve the soil properties.
Soil Stabilization By Using Fly Ash SlideShare
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to make the soil to be stable. Addition of such materials will …
Soil Stabilisation Using Fly-AshauthorSTREAM
Cement Lime and Fly Ash A Comparative Study of Soil
Stabilization of Expansive Soils Using Fly Ash ethesis
Ash is an industrial waste from cane mills, the optimum usage of this material in subgrade soil stabilization will bring down the construction cost of the pavements. In our study an attempt is made to stabilize black cotton soil with
Research Results of Fine-Grained Soil Stabilization Using
Stabilization of Cr in fly ash using magnesia
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
Stabilization of Cr in fly ash using magnesia
1 Pavement Subgrade Stabilization and Construction Using Bed and Fly Ash N. Mike Jackson1, Robb Mack2, Scott Schultz2, and Mag Malek1 1 University of North Florida, 4567 St. John Bluff Road, South, Jacksonville, FL 32224;
Peat Stabilization using Gypsum and Fly Ash
STABILIZATION OF ORGANIC SOILS USING FLY ASH
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
Stabilization of Black Cotton Soil for Pavement Using Fly
1. Report No. NUTC OFFICE WILL PROVIDE cmr 13-006 2. Government Accession No. 3. Recipient’s Catalog No. 4. Title and Subtitle Use of Coal Fly Ash and Other Waste Products in Soil Stabilization …
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
(PDF) STABILIZATION OF EXPANSIVE SOILS USING FLYASH
Stabilization of Soil Using Flyash Lime & Cement ijsr.net
3267 Research Results of Fine-Grained Soil Stabilization Using Fly Ash from Serbian Electric Power Plants Les résultats de recherche de la stabilisation des sols de grains fins en utilisant les cendres
Geotechnical Properties of Fly Ash and its Application on
Stabil-Mix flyash.com
State Regulation of Fly Ash Use in Subbase Stabilization
International Research Journal of Engineering and Technology (IRJET) [3]
Research Results of Fine-Grained Soil Stabilization Using
Soft subgrades’ stabilization by using various fly ashes
Soil Stabilization By Using Fly Ash http://www.iosrjournals.org 23 Page Table 3: SPECIFIC GRAVITY VALUES FOR FLY ASH % OF FLY ASH SPECIFIC GRAVITY 0 2.7 3 2.6 5 2.8 6 2.7 9 2.7 Fig 3. SPECIFIC GRAVITY CURVE FOR SOIL WITH FLY ASH Proctor compaction test The OMC of the soil with varying percentage of Fly Ash is given in table 3 and fig 3
Stabilization of Cr in fly ash using magnesia
Soft subgrades’ stabilization by using various fly ashes
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
59503308-Project-Report-on-Soil-Stabilization-Using-Lime
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Soil Stabilization Fly Ash Soil es.scribd.com
The transformation of soil index properties by adding chemicals such as cement, fly ash, lime, or a combination of these, often alters the physical and chemical properties of the soil including the cementation of the soil particles.
Stabilization of Expansive Soils Using Fly Ash ethesis
Cement Lime and Fly Ash A Comparative Study of Soil
STUDIES ON SOIL STABILIZATION BY USING BAGASSE ASH ijsret
The decrease is observed to be more with the increase in the quantities of fly ash up to 30% and then the trend of decrease is nominal with further increase in the percentages of fly ash. the amount of soil to be flocculated decreases and also the finer particles of fly ash may be incorporated in the voids of flocculated soil.5 Table 1 : Geotechnical properties of the selected black cotton
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH
A Review On Stabilization Of Black Cotton Soil By Using
STABILIZATION OF ORGANIC SOILS USING FLY ASH
In the study, the stabilization of a clayey soil with fly ash and lime was investigated and the effects of the stabilization on the geotechnical and chemical properties of a clayey soil were studied. The optimum fly ash content was found at 20 % considering the unconfined compressive strength of treated soil. As the increased strength of soil with addition of fly ash was not adequate enough to
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
State Regulation of Fly Ash Use in Subbase Stabilization
Stabilization of weak subgrade soil for road construction
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
STABILIZATION OF EXPANSIVE SOILS USING FLYASH S. Bhuvaneshwari 1 R. G. Robinson 2 S. R. Gandhi 3 ABSTRACT various researchers and have shown promising results for application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. As fly ash is freely available, for
Soil Stabilization using Rice Husk Ash and Cement
Stabilisation-of-Black-Cotton-Soils-Using-Fly-Ash.pdf
Research Results of Fine-Grained Soil Stabilization Using
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
Stabilization of Expansive Soils Using Fly Ash ethesis
DOWNLOAD .PDF. Recommend Documents. Soil Stabilization . soil stabilization . Slope Stability and Stabilization Methods . Bituminous soil stabilization . Bituminous soil stabilizationFull description. Remya – Soil Stabilization Using Polymer Infused Roots . Report on soil stabilization. Project Report on Soil Stabilization Using Lime and Fly Ash . Project Report on Soil Stabilization Using
59503308-Project-Report-on-Soil-Stabilization-Using-Lime
Cement Lime and Fly Ash A Comparative Study of Soil
STUDIES ON SOIL STABILIZATION BY USING BAGASSE ASH ijsret
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
Soil Stabilisation Using Fly-AshauthorSTREAM
Stabilization soils by using fly ash and mixture of lime or cement and fly ash is gaining more importance in recent times since it has widespread availability. This method is inexpensive and takes less time than other stabilization methods. Fly ash may be mixed with soil during excavation right in the field. Fly ash is a by-product produced during the combustion of pulverized coal in electric
Stabilization of Lithomargic Soil Using Alkali Activated
Stabilization of Black Cotton Soil using Fly Ash and Nylon
Walkway Subgrade Stabilization Using Fly Ash Leenaloshni Joganathan, Adnan bin Zulkiple Abstract The effectiveness of fly ash use in the stabilization of soil and the method that is used to test the strength of the subgrade soil with different amount of fly ash in order to stabilize the soil were studied. In this research project, the by-product of coal which is the fly ash was used as the
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
This paper presents the stabilization of local peat soil from Matang, Sarawak, using gypsum and fly ash. Peat soil has been identified as Peat soil has been identified as one of the major groups of soils found in Malaysia, which has high compressibility and low shear strength.
Soft subgrades’ stabilization by using various fly ashes
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Beyond this fly-ash content, it led to dropping the maximum dry density, however, it was still higher than the maximum dry density of the original soil.
Stabilization of Pavement Subgrade by Using Fly Ash
Research Results of Fine-Grained Soil Stabilization Using
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Soil Stabilization using Fly Ash and Rice Husk Ash
Use of calcium carbide and fly ash type F for stabilization of a clayey sand for earth construction. Strength increase from 0.2 MPa to over 5 MPa after 60 days of curing. CCR:FA ratio of 40:60 with 12% binder content showed a significant growth of strength of the tested soil.
A Experimental Study of Black Cotton Soil Stabilized with
Effect of Fly Ash Stabilization on Geotechnical Properties
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
How to cite this article: Mohanty S K, Pradhan P K, Mohanty C R . Stabilization of Expansive Soil Using Industrial Waste: Fly Ash. Civil Eng Res J. 2018;
Stabilisation-of-Black-Cotton-Soils-Using-Fly-Ash.pdf
Soil Stabilization using Fly Ash and Rice Husk Ash
Soil is a peculiar material. Some waste materials such Fly Ash, rice husk ash, pond ash may use to make the soil to be stable. Addition of such materials will …
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Stabilization of Expansive Soils Using Fly Ash ethesis
Soil Stabilization By Using Fly Ash SlideShare
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM
Through soil stabilization, unbound materials stabilized with cementican be tious materials (cement, lime, fly ash, bitumen or combination of these). The stabilized soil
A Experimental Study of Black Cotton Soil Stabilized with
Chemical stabilization of rammed earth using calcium
State Regulation of Fly Ash Use in Subbase Stabilization
The proper use of fly ash can reduce the cost of stabilization with pure cement or pure lime, as fly ash is a waste material. Lime during stabilization contributes to initial rapid improvement of the untrained soil strength due to cation exchange (Matsuo and Kamon, 1981), whereas fly contributes mainly to the long-term gain in strength and stiffness as a result of its time-dependent pozzolana
Chemical stabilization of rammed earth using calcium
Soil Stabilization using Rice Husk Ash and Cement
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Geotechnical Properties of Fly Ash and its Application on
Stabilization of a Clayey Soil with Fly Ash and Lime A
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
1 SOIL STABILIZATION USING LIME AND FLY ASH N.Krithiga1, D.Pujitha *2,T. Palayam*3, A.revathy*4 1Assistant Professor(civil Eng),Department of Civil Engineering,Sri
STUDIES ON STABILIZATION OF EXAPANSIVE SOIL USING IJAER
Soil Stabilization Fly Ash Soil es.scribd.com
Stabilization of Expansive Soil Using Industrial Waste
Using fly ash treatment of expansive soils, the shrink- swell potential of material is generally reduced to levels comparable with lime treatment. 2 Stabilization – …
Chemical stabilization of rammed earth using calcium
Effect of Fly Ash Stabilization on Geotechnical Properties
behaviour of expansive soil mixed with cement and fly ash independently. Based upon the favourable results Based upon the favourable results obtained, it can be concluded that the expansive soil can be successfully stabilized with cement or fly ash.
Soil Stabilization using Fly Ash and Rice Husk Ash
59503308-Project-Report-on-Soil-Stabilization-Using-Lime
Cement Lime and Fly Ash A Comparative Study of Soil
2.3.4 Soil Stabilization with Traditional and Non-Traditional Stabilizers The artificial traditional admixtures in order of their usage are: • Portland Cement (and Cement-Fly Ash) • Lime (and Lime-Fly Ash) • Fly Ash • Fly Ash with Cement or Lime • Bitumen and Tar • Cement Kiln Dust (CKD) In recent years an increasing number of non-traditional additives have been developed for soil
SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM
(PDF) STABILIZATION OF EXPANSIVE SOILS USING FLYASH
Peat Stabilization using Gypsum and Fly Ash
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
Peat Stabilization using Gypsum and Fly Ash
Stabilization of weak subgrade soil for road construction
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve-
Geotechnical Properties of Fly Ash and its Application on
Stabilization of Cr in fly ash using magnesia E. Ntinoudi1, H. Yiannoulakis2, Th. Zampetakis2, A.I. Zouboulis1 and E. Pantazopoulou1 1Department of Chemistry
Soil Stabilization Fly Ash Soil es.scribd.com
LITERATURE REVIEW ON CEMENT KILN DUST USAGE IN SOIL AND
possible use of fly ash for stabilizing these soils has been explored in this study. The West Coast Paper Mills, Dandeli (Karwar dist, Karnataka), located at about 60 km. from Hubballi-
State Regulation of Fly Ash Use in Subbase Stabilization
the feasibility of using fly ash in soft soil stabilization. Constructions over soft soil are one of the most frequent problems in many parts of the world. The typical approach to soil stabilization is to remove the soft soil, and substitute it with a stronger material of crushed rock. Due to substantial cost of replacement, alternative methods to the problems are assessed. The study of using
Stabilization of Expansive Soils Using Fly Ash ethesis
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH A dissertation submitted by Manmay Kumar Mohanty (710CE1160) In partial fulfilment of the requirements
Geotechnical Properties of Fly Ash and its Application on
Soil Stabilization Fly Ash Soil es.scribd.com
Stabilization of a Clayey Soil with Fly Ash and Lime A
1 Pavement Subgrade Stabilization and Construction Using Bed and Fly Ash N. Mike Jackson1, Robb Mack2, Scott Schultz2, and Mag Malek1 1 University of North Florida, 4567 St. John Bluff Road, South, Jacksonville, FL 32224;
Stabilization of a Clayey Soil with Fly Ash and Lime A
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
Robinson, S. R. Gandhi[3] suggested Stabilization Of Expansive Soils Using Fly ash. Often, large areas Often, large areas are covered with highly plastic and expansive soil, which is …
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
Thesis A study on strengthening of soil using stabilized
LITERATURE REVIEW ON CEMENT KILN DUST USAGE IN SOIL AND
Beyond this fly-ash content, it led to dropping the maximum dry density, however, it was still higher than the maximum dry density of the original soil.
Stabilization of Black Cotton Soil for Pavement Using Fly
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
Stabilization of Black Cotton Soil using Fly Ash and Nylon
STABILIZATION OF EXPANSIVE SOILS USING FLYASH S. Bhuvaneshwari 1 R. G. Robinson 2 S. R. Gandhi 3 ABSTRACT various researchers and have shown promising results for application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. As fly ash is freely available, for
STUDIES ON SOIL STABILIZATION BY USING BAGASSE ASH ijsret
Use of Coal Fly Ash and Other Waste Products in Soil
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH
A STUDY ON soil stabilization using fly-ash A presentation submitted in partial fulfillment of the requirements for the degree of BACHELOR OF TECHNOLOGY IN CIVIL ENGINEERING Under the guidance of asst. prof. Bhagyashree panda:
Thesis A study on strengthening of soil using stabilized
International Research Journal of Engineering and Technology (IRJET) [3]
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Stabilization Of Expansive Soils Using Waste Marble Dust A
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH A dissertation submitted by Manmay Kumar Mohanty (710CE1160) In partial fulfilment of the requirements
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
Soft subgrades’ stabilization by using various fly ashes
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Research Results of Fine-Grained Soil Stabilization Using
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
Stabilization of Expansive Soils Using Flyash and Murrum Prof.J.M. Raut 1 Dr. S.P carried out by various researchers and have shown promising results for application of such expansive soil after stabilization with additives like cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for projects in the in nearby vicinity, it can be used for stabilization
Stabilization of Cr in fly ash using magnesia
Thesis A study on strengthening of soil using stabilized
Stabilization of Black Cotton Soil for Pavement Using Fly
The transformation of soil index properties by adding chemicals such as cement, fly ash, lime, or a combination of these, often alters the physical and chemical properties of the soil including the cementation of the soil particles.
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
Project Report on Soil Stabilization Using Lime and Fly Ash
Amu et al. (2005) had used (Class- F) fly ash and cement for stabilization of expansive soil. It was found that stabilizing effect It was found that stabilizing effect of 9% cement and 3% fly ash was better than the stabilizing effect 12% cement.
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
Stabilization of a Clayey Soil with Fly Ash and Lime A
Soil Stabilization using Fly Ash and Rice Husk Ash
iii ABSTRACT Soil Stabilization Using Optimum Quantity of Calcium Chloride with Class F Fly Ash. (August 2005) Hyung Jun Choi, B.S., Hong-ik University
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
STABILIZATION OF ORGANIC SOILS USING FLY ASH
STUDIES ON STABILIZATION OF EXAPANSIVE SOIL USING IJAER
using fly ash. The CBR . value increases from 1.52% to 3.64% using Lime, it increases . from 1.52% to1.70% using Fly ash and 1.52% to 1.70% using . RHA. The CBR value is 12.74% at combination of RHA, fly . ash and . lime. The UCS value increases with increase in . percentage of RHA, Fly ash and Lime. Swelling pressure is . decreases at different percentage of Lime and Fly ash. Coefficient of
Stabilization of Soil Using Flyash Lime & Cement ijsr.net
(PDF) STABILIZATION OF EXPANSIVE SOILS USING FLYASH
Walkway Subgrade Stabilization Using Fly Ash Leenaloshni Joganathan, Adnan bin Zulkiple Abstract The effectiveness of fly ash use in the stabilization of soil and the method that is used to test the strength of the subgrade soil with different amount of fly ash in order to stabilize the soil were studied. In this research project, the by-product of coal which is the fly ash was used as the
A Review On Stabilization Of Black Cotton Soil By Using
Pavement Subgrade Stabilization and Construction Using Bed
Soil stabilization is the process which is used to improve the engineering properties of the soil and thus making it more stable. Soil stabilization is required when the soil available for construction is not suitable for the intended purpose. It includes compaction, preconsolidation, drainage and many other such processes. For instance, fly ash is solid waste from thermal power plant which is
Cement Lime and Fly Ash A Comparative Study of Soil
STABILIZATION OF ORGANIC SOILS USING FLY ASH
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
The proper use of fly ash can reduce the cost of stabilization with pure cement or pure lime, as fly ash is a waste material. Lime during stabilization contributes to initial rapid improvement of the untrained soil strength due to cation exchange (Matsuo and Kamon, 1981), whereas fly contributes mainly to the long-term gain in strength and stiffness as a result of its time-dependent pozzolana
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Excavatable And Early Strength CLSM Using High LOI Fly Ash
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
SOIL STABILIZATION USING LIME AND FLY ASH
Soil Stabilization using Rice Husk Ash and Cement
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
Chemical stabilization of rammed earth using calcium
Soil Stabilization Fly Ash Soil es.scribd.com
Use of calcium carbide and fly ash type F for stabilization of a clayey sand for earth construction. Strength increase from 0.2 MPa to over 5 MPa after 60 days of curing. CCR:FA ratio of 40:60 with 12% binder content showed a significant growth of strength of the tested soil.
Chemical stabilization of rammed earth using calcium
Soil Stabilization using Rice Husk Ash and Cement
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
Stabilization of Black Cotton Soil for Pavement Using Fly Ash and Lime 1Shubham Maheshwari, 2 Soil stabilization, Fly ash, Lime, Black cotton soil, Pavement. _____ I. INTRODUCTION The basic principles of soil stabilization include evaluating the properties of given soil and assessing the deficient property due to which the soil is considered weak. It also decides the appropriate method of
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
STUDIES ON SOIL STABILIZATION BY USING BAGASSE ASH ijsret
The decrease is observed to be more with the increase in the quantities of fly ash up to 30% and then the trend of decrease is nominal with further increase in the percentages of fly ash. the amount of soil to be flocculated decreases and also the finer particles of fly ash may be incorporated in the voids of flocculated soil.5 Table 1 : Geotechnical properties of the selected black cotton
Soil Stabilization using Rice Husk Ash Lime and Jute
Amu et al. (2005) had used (Class- F) fly ash and cement for stabilization of expansive soil. It was found that stabilizing effect It was found that stabilizing effect of 9% cement and 3% fly ash was better than the stabilizing effect 12% cement.
Stabilization of Black Cotton Soil using Fly Ash and Nylon
SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM
Soil Stabilisation Using Fly-AshauthorSTREAM
Using fly ash treatment of expansive soils, the shrink- swell potential of material is generally reduced to levels comparable with lime treatment. 2 Stabilization – …
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
The use of fly ash in soil stabilization and soil modification may be subject to local environmental requirements pertaining to leaching and potential interaction with …
Effect of Fly Ash Stabilization on Geotechnical Properties
A STUDY ON SOIL STABILIZATION USING LIME AND FLY ASH – Free download as Powerpoint Presentation (.ppt / .pptx), PDF File (.pdf), Text File (.txt) or view presentation slides online. This paper is based on a study conducted on the plastic clay type soil of KUMARAKAM.
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Soil Stabilisation Using Fly-AshauthorSTREAM
How to cite this article: Mohanty S K, Pradhan P K, Mohanty C R . Stabilization of Expansive Soil Using Industrial Waste: Fly Ash. Civil Eng Res J. 2018;
SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Soil Stabilization using Fly Ash and Rice Husk Ash
“Stabilization of Pavement Subgrade by Using Fly Ash Activated by Cement.” American Journal of Civil Engineering and Architecture 3, Fly ash has historically been used in concrete and soil stabilization. Fly ash is a by-product material from burning coal during power generation, while lime and Portland cement are manufactured materials. As with other by-products, the properties of fly ash
Stabilization of Black Cotton Soil for Pavement Using Fly
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
(PDF) STABILIZATION OF EXPANSIVE SOILS USING FLYASH
SOIL STABILIZATION USING LIME AND FLY ASH
Soil Stabilization using Fly Ash and Rice Husk Ash
Stabilization of Engine Oil Contaminated Soil Using Fly Ash 362 2. MATERIALS AND METHODOLOGY 2.1 Soil The soil used for experimental work has been collected from
Soil Stabilization By Using Fly Ash SlideShare
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
Pavement Subgrade Stabilization and Construction Using Bed
LITERATURE REVIEW ON CEMENT KILN DUST USAGE IN SOIL AND
Beyond this fly-ash content, it led to dropping the maximum dry density, however, it was still higher than the maximum dry density of the original soil.
A Review On Stabilization Of Black Cotton Soil By Using
How to cite this article: Mohanty S K, Pradhan P K, Mohanty C R . Stabilization of Expansive Soil Using Industrial Waste: Fly Ash. Civil Eng Res J. 2018;
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
Cement Lime and Fly Ash A Comparative Study of Soil
results for application of such expansive soil after stabilization with additives lik e cement, sand, silt, lime, fly ash, murrum, etc. As fly ash & murrum is freely available, for p rojects in the in nearby vicinity, it can be used for
Stabilization of Black Cotton Soil using Fly Ash and Nylon
Based on geotechnical engineering literature, the stabilization of soil by using Class C fly ash significantly changes and improves the engineering properties of soils such as unconfined compressive strength, compressibility, durability and permeability.
Soil Stabilization using Rice Husk Ash Lime and Jute
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
SCOPE OF THE PROJECT The soil used in the study is natural clay brought from Kumarakom.but use of fly ash which is a waste material from thermal power plants.the roads require periodic maintenance to take up repeated application of wheel loads.and at the same time. to improve subgrade characteristics. .This proves to be costly .
Chemical stabilization of rammed earth using calcium
This paper presents the stabilization of local peat soil from Matang, Sarawak, using gypsum and fly ash. Peat soil has been identified as Peat soil has been identified as one of the major groups of soils found in Malaysia, which has high compressibility and low shear strength.
Stabilization of a Clayey Soil with Fly Ash and Lime A
Stabilization of Black Cotton Soil for Pavement Using Fly
Use of Coal Fly Ash and Other Waste Products in Soil
In the present work, Clay was physically stabilized by adding 2.5%, 5%, 7.5% and 10% of murrum, similarly with fly ash and also with combination of equal amounts of murrum and fly ash, i.e., for 10% additive consists of 5% of murrum and 5% of fly ash. The mixing proportion is shown in the Table 3. After removing impurities like vegetation, stones etc. the soil was mixed with fly ash and murrum
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
Stabilization of Lithomargic Soil Using Alkali Activated
Excavatable And Early Strength CLSM Using High LOI Fly Ash
This paper presents the stabilization of local peat soil from Matang, Sarawak, using gypsum and fly ash. Peat soil has been identified as Peat soil has been identified as one of the major groups of soils found in Malaysia, which has high compressibility and low shear strength.
Geotechnical Properties of Fly Ash and its Application on
LABORATORY STUDY ON SOIL STABILIZATION USING FLY ASH
Cement, (2) Cement–Fly ash, (3) Fly ash-Lime are used to stabilize the soil. Quantity of stabilizing agent varied from 2% to 10% of the Quantity of stabilizing agent varied from 2% to 10% of the soil weight and the performance is evaluated by observing variation in various engineering properties like Liquid Limit, Plastic Limit,
Cement Lime and Fly Ash A Comparative Study of Soil
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
DOWNLOAD .PDF. Recommend Documents. Soil Stabilization . soil stabilization . Slope Stability and Stabilization Methods . Bituminous soil stabilization . Bituminous soil stabilizationFull description. Remya – Soil Stabilization Using Polymer Infused Roots . Report on soil stabilization. Project Report on Soil Stabilization Using Lime and Fly Ash . Project Report on Soil Stabilization Using
A Experimental Study of Black Cotton Soil Stabilized with
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
(PDF) STABILIZATION OF EXPANSIVE SOIL USING FLY ASH
the stabilization of soils with lime, cement, fly ash, and bituminous materials. TYPES OF STABILIZERS To select the proper stabilizer type for a particular soil, perform a sieve-
Soil Stabilization Fly Ash Soil es.scribd.com
This paper presents the stabilization of local peat soil from Matang, Sarawak, using gypsum and fly ash. Peat soil has been identified as Peat soil has been identified as one of the major groups of soils found in Malaysia, which has high compressibility and low shear strength.
Project Report on Soil Stabilization Using Lime and Fly Ash
Stabilization of Lithomargic Soil Using Alkali Activated Fly-Ash with GGBS International Journal of Constructive Research in Civil Engineering (IJCRCE) Page 21
(PDF) STABILIZATION OF EXPANSIVE SOILS USING FLYASH
strength of stabilized black cotton soil using fine and coarse fly ash mixtures. The percentage of fine and coarse fly ash The percentage of fine and coarse fly ash mixtures which is used in black cotton soil varied from 5 to 30.
Soil Stabilization By Using Fly Ash SlideShare
Stabilization of Soil Using Flyash Lime & Cement ijsr.net
Stabilization of Pavement Subgrade by Using Fly Ash
Using fly ash treatment of expansive soils, the shrink- swell potential of material is generally reduced to levels comparable with lime treatment. 2 Stabilization – …
STABILIZATION OF EXPANSIVE SOIL USING FLY ASH irjet.net
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
Project Report on Soil Stabilization Using Lime and Fly Ash
Cement Lime and Fly Ash A Comparative Study of Soil
Stabilization of Lithomargic Soil Using Alkali Activated Fly-Ash with GGBS International Journal of Constructive Research in Civil Engineering (IJCRCE) Page 21
Soil Stabilization using Rice Husk Ash Lime and Jute
Stabilization of a Clayey Soil with Fly Ash and Lime A
DOWNLOAD .PDF. Recommend Documents. Soil Stabilization . soil stabilization . Slope Stability and Stabilization Methods . Bituminous soil stabilization . Bituminous soil stabilizationFull description. Remya – Soil Stabilization Using Polymer Infused Roots . Report on soil stabilization. Project Report on Soil Stabilization Using Lime and Fly Ash . Project Report on Soil Stabilization Using
A Review On Stabilization Of Black Cotton Soil By Using
Stabilisation of Black Cotton Soils Using Fly Ash
Research Results of Fine-Grained Soil Stabilization Using
A STUDY ON soil stabilization using fly-ash A presentation submitted in partial fulfillment of the requirements for the degree of BACHELOR OF TECHNOLOGY IN CIVIL ENGINEERING Under the guidance of asst. prof. Bhagyashree panda:
SOIL STABILIZATION USING OPTIMUM QUANTITY OF CALCIUM
How to cite this article: Mohanty S K, Pradhan P K, Mohanty C R . Stabilization of Expansive Soil Using Industrial Waste: Fly Ash. Civil Eng Res J. 2018;
Soil Stabilization Fly Ash Soil es.scribd.com
Beyond this fly-ash content, it led to dropping the maximum dry density, however, it was still higher than the maximum dry density of the original soil.
Stabilisation-of-Black-Cotton-Soils-Using-Fly-Ash.pdf
International Research Journal of Engineering and Technology (IRJET) [3]
Laboratory Study on Soil Stabilization Using Fly ash Mixtures
STABILIZATION OF BLACK COTTON SOILS USING FLYASH & EGG
Stabilization of Lithomargic Soil Using Alkali Activated Fly-Ash with GGBS International Journal of Constructive Research in Civil Engineering (IJCRCE) Page 21
(PDF) STABILIZATION OF EXPANSIVE SOILS USING FLYASH
Use of Coal Fly Ash and Other Waste Products in Soil
expansive soils using pdf – Soil Stabilization By Using Fly Ash http://www.iosrjournals.org 22 Page Analysis of lab tests: Atterberg’s limits Thu, 13 Dec 2018 15:03:00 GMT Soil Stabilization By Using Fly Ash – IOSR Journals – The physical properties of soils, in order of decreasing importance for ecosystem services such as crop production, are texture, structure, bulk density, porosity
Excavatable And Early Strength CLSM Using High LOI Fly Ash
Soil Stabilization By Using Fly Ash SlideShare
International Research Journal of Engineering and Technology (IRJET) [3]
Stabilization of Expansive Soil Using Industrial Waste
Characterizing Fly Ash for Use in Soil Stabilization,” the use of self-cementing fly ash can result in improved soil properties, including increased stiffness, strength, and freeze-thaw durability; reduced permeability, plasticity, and swelling; and increased control of soil
Soil Stabilization using Rice Husk Ash and Cement
A Review On Stabilization Of Black Cotton Soil By Using
Soft subgrades’ stabilization by using various fly ashes
STABILIZATION OF EXPANSIVE SOILS USING FLYASH S. Bhuvaneshwari 1 R. G. Robinson 2 S. R. Gandhi 3 ABSTRACT various researchers and have shown promising results for application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. As fly ash is freely available, for
A Review On Stabilization Of Black Cotton Soil By Using
Stabilization of a Clayey Soil with Fly Ash and Lime A
STABILIZATION OF ENGINE OIL CONTAMINATED SOIL USING FLY ASH
The California bearing ratio of the soil also has significant improvement with more percent of GGBS content in the stabilization of soil whereas by using fly ash the maximum dry density of soil reduces and the optimum moisture content is more.5. cement and fly ash. it shows that by using GGBS for soil stabilization. Stabilizer used should give strength to the soil and increase the engineering
Cement Lime and Fly Ash A Comparative Study of Soil