文章基本信息

标题：Influence of effective stress on swelling pressure of expansive soils
本地全文：下载
作者：Wiebke Baille ; Wiebke Baille ; Linzhi Lang 等
期刊名称：E3S Web of Conferences
印刷版ISSN：2267-1242
电子版ISSN：2267-1242
出版年度：2016
卷号：9
页码：1-5
DOI：10.1051/e3sconf/20160914016
语种：English
出版社：EDP Sciences
摘要：The volume change and shear strength behaviour of soils are controlled by the effective stress. Recent advances in unsaturated soil mechanics have shown that the effective stress as applicable to unsaturated soils is equal to the difference between the externally applied stress and the suction stress. The latter can be established based on the soil-water characteristic curve (SWCC) of the soil. In the present study, the evolution of swelling pressure in compacted bentonite-sand mixtures was investigated. Comparisons were made between magnitudes of applied suction, suction stress, and swelling pressure.