摘要
在不固结不排水剪试验中,由于周围压力的施加方式不同于土体的实际受荷情况,对灵敏度较高的饱和软黏土的原始结构造成一定程度的破坏,使其抗剪强度有所降低。
In the experiments on the unconsolidated-undrained shear, since the way of exertion of surrounding pressures are different from that exerted actually soil, the original structure of saturated soft clay of high sensitivity is damaged to some extent, which resulted in a lower shear strength.
出处
《水运工程》
北大核心
2008年第2期32-34,共3页
Port & Waterway Engineering
关键词
k0状态
周围压力
饱和软黏土
不固结不排水剪
强度
state
surrounding pressure
saturated soft clay
non-fixation and non-drainage shear
strength
