Study on the variation regularity of shear strength of saturated soft clay under cyclic loading

被引：1
|
作者：
Wang, Xiaoping [1 ]
Wu, Jianqi [1 ]
机构：
[1] Jiangxi Univ Sci & Technol, Sch Architecture & Surveying, Ganzhou, Jiangxi, Peoples R China
来源：
ADVANCED BUILDING MATERIALS, PTS 1-4 | 2011年 / 250-253卷 / 1-4期
关键词：
Cyclic loading; shear strength; cyclic stress ratio; over consolidation ratio;
D O I：
10.4028/www.scientific.net/AMR.250-253.2388
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The stiffness and shear strength of soft clay attenuate under long-term cyclic loading, resulting in reduced foundation bearing capacity of road. The variation regularity of undrained shear strength of saturated soft clay which is normally consolidated or over consolidated under cyclic loading was studied with two-way vibration triaxial test, and some useful results are obtained.
引用
收藏
页码：2388 / 2391
页数：4
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