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Expansive Soil Stabilisation using Lime and Stone Dust

Expansive Soil Stabilisation using Lime and Stone Dust Ashish Bhargava1, 3 Dr. D.Rastogi2, Dr. M.K. Trivedi 1,2,3Department of Civil Engineering, Madhav Institute of Technology & Science, Gwalior-India Abstract: Soil stabilization is the process which enhances the properties of soil by mixing of different admixtures in various proportions. Stabilization increases the load beari

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Stabilization of Expansive Soil by Fly Ash and Stone Dust

"Swelling and Strength Characteristics of Expansive Soil Treated with Stone Dust and Fly Ash", Indian Geotechnical Conference 2010, GEOtrendz, December pp. 16–18. [14] Sabat, A.K. and Das, S.K. (2009), “Design of Low Volume Rural Roads using Lime Stabilized Expansive Soil –Quarry Dust Mixes Subgrade”, Indian Highways.

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Subgrade Soil Stabilization Using Stone Dust and Coarse

16/07/2019 The impact of addition of 20% stone dust on engineering properties of an expansive soil was investigated and it was observed that the CBR value and MDD value of the expansive soils increased by 35% and 5% respectively while the Atterberg limits and optimum moisture content decreased which in turn enabled the soil to be used in subgrade . The effect of the addition of quarry dust

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Study on Stabilization of Black Cotton Soil by Using Stone

In this Paper present a study, carried out on soil stabilization using stone dust and polypropylene fibers for improving the property of expansive clayey soils. Various tests like CBR, UCS were performed on the soil samples prepared by using stone dust and Polypropylene fibers mixed with black cotton soil at different percentages. On the basis

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(PDF) Utilization of stone dust to improve the properties

The poor soils like black cotton soil, expansive soil and highly cohesive soil which have CBR less than 3% can be improved by adding 20-30% sand or stone dust. With this in view, the present work

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STABILIZATION OF EXPANSIVE SOIL USING BRICK DUST

STABILIZATION OF EXPANSIVE SOIL USING BRICK DUST S. Lakshman T eja 1, S.Shraavan Kumar 2 Dr. S. Needhidasan 3 1Final Year Student, Department of Civil Engineering, Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences (Deemed University) Chennai ± 602 105. 2Final Year Student, Department of Civil Engineering, Saveetha School of Engineering,

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Stabilization of Black Cotton Soil using Stone Dust and

Stabilization of Black Cotton Soil using Stone Dust and Xanthan Gum Biopolymer Abdul Khaliqu1, 2Dr. Manju Dominic 1M.Tech., Department of Civil Engineering, Galgotias University, Gr. Noida, Uttar Pradesh 2Professor, Department of Civil Engineering, Galgotias University, Gr. Noida, Uttar Pradesh -----***----- Abstract- Soil stabilization has become a major issue in construction engineering and

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STABILIZATION OF EXPANSIVE SUBGRADE SOIL BY USING

STABILIZATION OF EXPANSIVE SUBGRADE SOIL BY USING ADDITIVES Mostafa Deep Hashem 1, et al. [11] investigate the effect of stone dust & fly ash combine at different percentage on expansive soil. It was observed that at the optimum percentages, the swelling of expansive clay is almost controlled and noticed that there is a marked improvement in the other properties of soil. Mohammed

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STABILIZATION OF EXPANSIVE SOILS USING WASTE MARBLE

STABILIZATION OF EXPANSIVE SOILS USING WASTE MARBLE DUST Başer, Onur M.S., Department of Civil Engineering Supervisor: Prof. Dr. Erdal Çokça February 2009, 102 Pages Expansive soils occurring in arid and semi-arid climate regions of the world cause serious problems on civil engineering structures. Such soils swell when given an access to water and shrink when they dry out.

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A Study on Strength Properties of Expansive Soil Treated

Stabilization of the expansive soil is studied by using quarry dust. This paper includes the evaluation of soil properties like compaction, unconfined compressive strength test and California Bearing Ratio (CBR) test. Detailed experimental study has been undertaken to investigate the characteristics and behavior of expansive soil mixed with quarry dust with different percentage. From the

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Expansive Soil Stabilisation using Lime and Stone Dust

Expansive Soil Stabilisation using Lime and Stone Dust Ashish Bhargava1, 3 Dr. D.Rastogi2, Dr. M.K. Trivedi 1,2,3Department of Civil Engineering, Madhav Institute of Technology & Science, Gwalior-India Abstract: Soil stabilization is the process which enhances the properties of soil by mixing of different admixtures in various proportions. Stabilization increases the load beari

get price

Expansive Soil Stabilisation using Lime and Stone Dust

Soil stabilization is the process which enhances the properties of soil by mixing of different admixtures in various proportions. Stabilization increases the load bearing capacity of soil by mixing of stone dust in different percentage in expansive soils. In this paper, effect of mixed stone dust in varying proportion with lime as an additive mixture on Mass Dry Density (MDD), Optimum Moisture

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Study on Stabilization of Black Cotton Soil by Using Stone

In this Paper present a study, carried out on soil stabilization using stone dust and polypropylene fibers for improving the property of expansive clayey soils. Various tests like CBR, UCS were performed on the soil samples prepared by using stone dust and Polypropylene fibers mixed with black cotton soil at different percentages. On the basis

get price

STABILIZATION OF EXPANSIVE SOIL USING BRICK DUST

STABILIZATION OF EXPANSIVE SOIL USING BRICK DUST S. Lakshman T eja 1, S.Shraavan Kumar 2 Dr. S. Needhidasan 3 1Final Year Student, Department of Civil Engineering, Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences (Deemed University) Chennai ± 602 105. 2Final Year Student, Department of Civil Engineering, Saveetha School of Engineering,

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Stabilization of soil by using solid waste A Review

Stabilization of soil by using solid waste A Review 1Dinesh.A, 2 chloride and Stone dust. The soil samples were tested for liquid limit, plastic limit, OMC with Maximum dry density and CBR. He concluded that the liquid limit, plastic limit, Maximum dry density and CBR values are increased due to the adding of Ferric chloride 2.5%, fly ash 15% and stone dust 25%. The results indicated

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A Review on Stabilization of Expansive Soil Using

This paper briefs about the recent trends in stabilization of expansive soil using industrial waste (granite and quarry waste, cement kiln dust, silica fume, rice husk) as stabilizers for decreasing the environmental ha-zards. Keywords Expansive Soils, Soil Stabilization, Fly Ash, Granite and Quarry Waste, Cement Kiln Dust, Silica Fume, Rice Husk 1. Introduction Stabilization is the process of

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DURABIITY STUDIES ON LIME-STABILIZED EXPANSIVE SOIL USING

DURABIITY STUDIES ON LIME-STABILIZED EXPANSIVE SOIL USING RICE HUSK ASH AND STONE DUST AS ADDITIVEs P.Samatha Chowdary, Asst. Professor of Civil Engg., R.V.R.& J.C.CE, Guntur-522019,A.P [email protected] M.Rama Rao, Professor of Civil Engg., R.V.R.& J.C.CE, Guntur-522019,A.P [email protected] ABSTRACT The technology of road construction is

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Effect of Marble Dust for Stabilization of Expansive Soil

Expansive Soil, Soil Stabilization, Waste Marble Dust, Atterber limit, Compaction and CBR value. I. I as waste marble dust, waste lime stone dust, rise husk ash etc. as stabilizing improving agents for expansive soil. Thus, the possible use of industrial waste, such as marble dust, will considerably reduce the cost of construction and as well as reduce or eliminate the environmental

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A Review on Stabilization of Expansive Soil Using

This paper briefs about the recent trends in stabilization of expansive soil using industrial waste (granite and quarry waste, cement kiln dust, silica fume, rice husk) as stabilizers for decreasing the environmental hazards. In developing countries like India, Industrialization is rising rapidly, and also a great paucity of land is there, the demand for exploitation of industrial wastes which

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International Journal of Engineering Trends and Technology

utilizing of marble dust waste into the soil stabilization technique in worldwide. The influence of marble dust, fly-ash and Beas sand on sub grade characteristics of expansive soil was studied by Gupta and Sharma (2014).The marble powder was mixed with rice husk ash on expansive soil by Sabat and Nanda (2011). They reported that UCS and CBR value increases due to addition of these materials

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Stabilization of Expansive soil using Eggshell powder and

Stabilization of Expansive soil using Eggshell powder and Kota stone dust Dr. J.K. Sharma1, stone dust. 1. Introduction The expansive soil exists all over the world. India has large tracks of expansive soil known as black cotton soil that covers an area of 0.8 million square kilometers, which is about 20% of total land area. The expansive soil occurring above water table bear volume

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Expansive Soil Stabilisation using Lime and Stone Dust

Soil stabilization is the process which enhances the properties of soil by mixing of different admixtures in various proportions. Stabilization increases the load bearing capacity of soil by mixing of stone dust in different percentage in expansive soils. In this paper, effect of mixed stone dust in varying proportion with lime as an additive mixture on Mass Dry Density (MDD), Optimum Moisture

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STUDY ON STABILIZATION OF SOIL USING STONE DUST

Since stone dust is being accumulated as waste material in large quantity near stone quarry. The waste product from quarry which can be used as soil stabilizer. The appropriate use of waste product gives the stability and also gives strength to soil. The Stone dust is easily available and which can be generally obtained at very cheaper rate.

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Effect of Marble Dust for Stabilization of Expansive Soil

Expansive Soil, Soil Stabilization, Waste Marble Dust, Atterber limit, Compaction and CBR value. I. I as waste marble dust, waste lime stone dust, rise husk ash etc. as stabilizing improving agents for expansive soil. Thus, the possible use of industrial waste, such as marble dust, will considerably reduce the cost of construction and as well as reduce or eliminate the environmental

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A Study on Stabilization of Expansive Soil by using

stabilization of expansive soil with agricultural by-products (RHA & SCBA) enhances the strength. Keywords: Expansive Soil, Rice Husk Ash, Sugarcane Bagasse Ash, Compaction, CBR and UCS I. INTRODUCTION The wide spread of the expansive soil has posed challenges and difficulties in the construction activities because of its shrink-swell behavior and low strength. The inadequate natural

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STABILIZATION OF EXPANSIVE SOILS USING WASTE MARBLE DUST

STABILIZATION OF EXPANSIVE SOILS USING WASTE MARBLE DUST Başer, Onur M.S., Department of Civil Engineering Supervisor: Prof. Dr. Erdal Çokça February 2009, 102 Pages Expansive soils occurring in arid and semi-arid climate regions of the world cause serious problems on civil engineering structures. Such soils swell when given an access to water and shrink when they dry out.

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Stabilization of Clay Soil with Cement and Sawdust

experiments on the stabilization of expansive soil using lime and other industrial waste or by-products material and recommend that these products can be used as an effective stabilizing agent for the improvement and stabilization of soils. Ramadas et al., (2010) studied the swelling and strength characteristics of expansive soil treated with stone dust and fly ash, and they observed that the

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A Review on Stabilization of Expansive Soil Using

This paper briefs about the recent trends in stabilization of expansive soil using industrial waste (granite and quarry waste, cement kiln dust, silica fume, rice husk) as stabilizers for decreasing the environmental hazards. In developing countries like India, Industrialization is rising rapidly, and also a great paucity of land is there, the demand for exploitation of industrial wastes which

get price

(PDF) A CRITICAL REVIEW ON SOIL STABILIZATION USING

The stabilization of soil also causes the following problems Joshi, Priyanka K. Shrof, Patel Ankit J. (2013) evaluated swelling potential of expansive soil in its natural state as well a) Due to thermal and shrinkage cracks stabilized as when mixed with varying proportion of marble dust (from layer may be crack. 30 to 50%). It is concluded that the impact of marble powder on black cotton soil

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International Journal of Engineering Trends and Technology

utilizing of marble dust waste into the soil stabilization technique in worldwide. The influence of marble dust, fly-ash and Beas sand on sub grade characteristics of expansive soil was studied by Gupta and Sharma (2014).The marble powder was mixed with rice husk ash on expansive soil by Sabat and Nanda (2011). They reported that UCS and CBR value increases due to addition of these materials

get price