Some Geotechnical Properties of Coal Fly Ash and Sand Mixtures with Different Ratio Using in Highway & Embankments

Article ID

I559M

Some Geotechnical Properties of Coal Fly Ash and Sand Mixtures with Different Ratio Using in Highway & Embankments

Dilip Kumar
Dilip Kumar MADAN MOHAN MALAVIYA UNIVERSITY OF TECHNOLOGY
Ashish Gupta
Ashish Gupta
Neetesh Kumar
Neetesh Kumar
DOI

Abstract

Fly ash is very effectively used in various civil engineering projects. Fly ash is a by-product of coal burning thermal power plants plant. The quantity of coal ash produced depends upon the quality of coal and the method of burning of the coal. In India less than 20% of ash is used in the manufacture of brick, cement, concrete and other product. Sand particles are much coarser than the fly ash. Here we are using different proportion as 100%S, 80%S+20%FA, 60%S+40%FA, 40%S+60%FA, 20%S+80%FA, 100% FA. Different test like Grain size analysis Specific gravity, Standard proctor test, Permeability test, direct shear test, California Bearing Ratio test were done on different proportions. MDD increases while dry density decreases as Sand increases. Permeability decreases as fly ash content increases. CBR value decreases for both soaked and unsoaked condition as fly ash content increases.

Some Geotechnical Properties of Coal Fly Ash and Sand Mixtures with Different Ratio Using in Highway & Embankments

Fly ash is very effectively used in various civil engineering projects. Fly ash is a by-product of coal burning thermal power plants plant. The quantity of coal ash produced depends upon the quality of coal and the method of burning of the coal. In India less than 20% of ash is used in the manufacture of brick, cement, concrete and other product. Sand particles are much coarser than the fly ash. Here we are using different proportion as 100%S, 80%S+20%FA, 60%S+40%FA, 40%S+60%FA, 20%S+80%FA, 100% FA. Different test like Grain size analysis Specific gravity, Standard proctor test, Permeability test, direct shear test, California Bearing Ratio test were done on different proportions. MDD increases while dry density decreases as Sand increases. Permeability decreases as fly ash content increases. CBR value decreases for both soaked and unsoaked condition as fly ash content increases.

Dilip Kumar
Dilip Kumar MADAN MOHAN MALAVIYA UNIVERSITY OF TECHNOLOGY
Ashish Gupta
Ashish Gupta
Neetesh Kumar
Neetesh Kumar

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Dilip Kumar. 2014. “. Global Journal of Research in Engineering – E: Civil & Structural GJRE-E Volume 14 (GJRE Volume 14 Issue E5): .

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Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

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Some Geotechnical Properties of Coal Fly Ash and Sand Mixtures with Different Ratio Using in Highway & Embankments

Dilip Kumar
Dilip Kumar MADAN MOHAN MALAVIYA UNIVERSITY OF TECHNOLOGY
Ashish Gupta
Ashish Gupta
Neetesh Kumar
Neetesh Kumar

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