Effect of strain rate on mobilised strength and thickness of curved shear bands

被引：73
|
作者：
Einav, I. [1 ]
Randolph, M.
机构：
[1] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
[2] Univ Western Australia, Ctr Offshore Fdn Syst, Nedlands, WA 6009, Australia
来源：
GEOTECHNIQUE | 2006年 / 56卷 / 07期
关键词：
clays; piles; shear strength; stress analysis;
D O I：
10.1680/geot.56.7.501
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：501 / 504
页数：4
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