Elastic shear modulus of Bangkok clay during undrained triaxial compression

被引：13
|
作者：
Teachavorasinskun, S [1 ]
Amornwithayalax, T [1 ]
机构：
[1] Chulalongkorn Univ, Fac Engn, Dept Civil Engn, Bangkok 10330, Thailand
来源：
GEOTECHNIQUE | 2002年 / 52卷 / 07期
关键词：
clays; consolidation; laboratory tests; stiffness;
D O I：
10.1680/geot.52.7.537.38755
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：537 / 540
页数：4
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