Experimental Study of Clayey Soil with Lime and Rice Husk Ash
Citation
B Kanddulna, N Kisku, K Murari, J P Singh"Experimental Study of Clayey Soil with Lime and Rice Husk Ash", International Journal of Engineering Trends and Technology (IJETT), V38(7),365-372 August 2016. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group
Abstract
Clay soil is highly typical soil because it undergoes
differential settlement, poor shear strength and high
compressibility .For this the most effective and
economical methods to improve clayey soil is
addition of stabilizing agents such as lime or rice
husk ash (RHA). It is essential to improve load
bearing capacity of clayey soil, for taking more
load. In this study, highly plastic clay was
stabilized by using lime and rice husk ash
(RHA).The present investigation has been carried
out with agricultural waste materials like Rice Husk
Ash (RHA) and cheaply available lime is mixed with
clayey soil improvement of weak sub grade in terms
of compaction and strength characteristics. In this
investigation lime and rice husk ash (RHA) is added
5%, 10% 15% and 20% by weight of soil. The main
objective of this investigation is to access cheaply
availability of lime and rice husk ash for improving
engineering property of clayey soil for making
capable of taking more load form structure to
foundation. In this experimental investigation, the
stabilizer reduces the MDD 1.382 to 1.325 g/cm3
with lime and rice husk ash reduces MDD 1.382 to
1.330 g/cm3. The investigations show optimum
strength at 15 % of lime and 15% of rice husk ash
(RHA). OMC of clayey soil increases from 22% to
25.8% with lime and 25.5.with RHA.
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Keywords
Clayey Soil, Lime, Rice Husk Ash
(RHA).