Undrained shear strength of clean sands to trigger flow liquefaction: Reply

被引：8

作者：

Yoshimine, M

Robertson, P

Wride, CE

机构：

[1] Tokyo Metropolitan Univ, Dept Civil Engn, Tokyo 1920397, Japan

[2] Univ Alberta, Dept Civil & Environm Engn, Geotech Grp, Edmonton, AB T6G 2G7, Canada

[3] AMEC Earth & Environm Ltd, Calgary, AB T2E 6J5, Canada

来源：

CANADIAN GEOTECHNICAL JOURNAL | 2001年 / 38卷 / 03期

关键词：

D O I：

10.1139/cgj-38-3-654

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：654 / 657

页数：4

共 50 条

[1] Undrained shear strength of clean sands to trigger flow liquefaction
Yoshimine, M
Robertson, PK
Wride, CE
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1999, 36 (05) : 891 - 906
[2] Undrained shear strength of clean sands to trigger flow liquefaction: Discussion
Sladen, JA
[J]. CANADIAN GEOTECHNICAL JOURNAL, 2001, 38 (03) : 652 - 653
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[J]. ACTA GEOTECHNICA, 2016, 11 (05) : 987 - 1014
[9] Prediction of flow liquefaction instability of clean and silty sands
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[10] UNDRAINED SHEAR-STRENGTH OF LIQUEFIED SANDS FOR STABILITY ANALYSIS
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