Paths of elastic shear modulus of clays

被引：6

作者：

Teachavorasinskun, S ^{[1
]}

Akkarakun, T ^{[1
]}

机构：

[1] Chulalongkorn Univ, Dept Civil Engn, Bangkok, Thailand

来源：

GEOTECHNIQUE | 2004年 / 54卷 / 05期

关键词：

clays; elasticity; stiffness; stress analysis;

D O I：

10.1680/geot.54.5.331.46726

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：331 / 333

页数：3

共 9 条

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GEOTECHNIQUE, 1997, 47 (03) :475-489

[5]

ROESLER SK, 1979, ASCE J GEOTECHNICAL, V105, P871

[6] Elastic shear modulus of soft clays from shear wave velocity measurement [J].

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Mitachi, T. .

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[7]

TANIZAWA F, 1994, P 1 INT C PREF DEF C, V1, P63

[8] Elastic shear modulus of Bangkok clay during undrained triaxial compression [J].

Teachavorasinskun, S ;

Amornwithayalax, T .

GEOTECHNIQUE, 2002, 52 (07) :537-540

[9] STRESS RATIO EFFECTS ON SHEAR MODULUS OF DRY SANDS [J].

YU, P ;

RICHART, FE .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (03) :331-345

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