摘要
主要阐述了由于应力状态的各向异性而导致的在边坡稳定中存在的一个矛盾 ,即滑动面的不同位置应采取三种不同的试验方式与工程实际中采用的K0 固结经验之间的矛盾 。
A contradiction in analyzing slop stability is proposed in this paper,which is the difference between experimental method in use and theoretical approach.And a practical slop is given and a conclusion is obtained that it is unsafe to use three dimension compression tests result in slope stability analysis.
出处
《土工基础》
2002年第2期55-57,共3页
Soil Engineering and Foundation
关键词
应力状态
各向异性
土坡稳定
边坡
soil slop,aeolotropism of stress,stability of slop
