Elastic shear modulus of Bangkok clay during undrained triaxial compression

被引：14

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

页码：537 / 540

页数：4

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