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：2014
期号：NCETAS
页码：92
出版社：S&S Publications
摘要：Expansive soils shrink and swell with wetting and drying. The shrink-swell capacity of expansive soilscan result in differential movement beneath foundations. The Geotechnical Investigation notes that the soil near thesurface of the site is expansive in nature and provides methods to minimize the expansive soil impact on foundations.This paper will discuss about the problems in foundation due to expansive soil & its remedies.
关键词：Expansive Soil; Black Cotton Soil; Shallow Foundation; Deep Foundation.
