文章基本信息

标题：Black Cotton Soil Stabilization Using Lime for Subgrade Construction
本地全文：下载
作者：Manish Kumar Kesharwani ; Karan Parbhakar
期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2018
卷号：7
期号：5
页码：5447-5452
DOI：10.15680/IJIRSET.2018.0705125
出版社：S&S Publications
摘要：The plan of stabilization on black cotton soil (expansive soil) has dependably been a troublesome assignment for the engineers as the structure laying on black cotton soil splits all of a sudden with no notice. Black cotton soil is found in Madhya Pradesh, Maharashtra, Andhra Pradesh, Karnataka, in India. Soil proportion changes depending upon their constituents, i.e. water content, density, bulk density, angle of friction, shear strength etc. The properties of black cotton soil can be changed by settling the soil with the utilization of admixtures or by mechanical methods. In this undertaking stabilization of the soil has been finished utilizing lime. Experimental work has been finished by including 3 % and 5 % of lime content operating at a black cotton soil and different soil parameters checked. The experimental work is based on different percentages of lime content in soil on tests for soil Liquid limit, Plastic limit, Shrinkage limit, compaction test, O.M.C., M.D.D, Bulk density and Dry density and C.B.R. test, Grain size analysis and Swelling pressure. The point is to improve the designing properties of the soil to such an extent that the structure laying on this soil can be capably withstanding applied load. It was discovered that when the lime is added to the soil for soil stabilization, the engineering properties of black cotton soil significantly upgraded by option of lime.
关键词：Black Cotton Soil; Lime; Stabilization; Engineering properties; etc;