An Experimental Study on Ground Improvement by Application of Fly Ash and Lime on Clayey and Sandy Soil
DOI:
https://doi.org/10.15415/jotitt.2019.72008Keywords:
Clayey soil, Sand, Lime, Fly ash, Hydraulic Conductivity, Maximum Dry Density, Shear Strength, CBR testAbstract
Construction on locally available clayey soil is often problematic due to its swelling and shrinkage nature. Pavements are most affected as the upthrust due to regional swelling of clayey soil during monsoon season and shrinking during dry season causes unwanted cracks in the pavement. As a consequence, the pavement gets damaged. In places having extensive deposit of clayey soil, soil replacement becomes time-consuming and uneconomical. Hence the clayey soil to be considered as subgrade needs to be pre-treated. Fly ash, an industrial waste can be used for such treatment. To improve the engineering properties of on-site available clayey soil and sandy soil with lime and fly ash was studied. Based on the results obtained from experiments the suitability of fly ash and lime to be considered as additives to improve local clayey and sandy soil properties has been analyzed. It was observed that the on the addition of fly ash within 40-60% range can be satisfactorily used to replace the local clayey soil and fly ash percentage within 20-40% can be used to replace the local sand. Lime content in the range of 4-8% can be satisfactorily used in both in situ available soil and local sand with fly ash mixtures for the improvement of strength in terms of shear strength as well as CBR value.
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Journal on Today's Ideas - Tomorrow's Technologies by Chitkara University Publications is licensed under a Creative Commons Attribution 4.0 International License. Based on a work at https://jotitt.chitkara.edu.in |
