Limited flow behaviour of sand with fines under monotonic and cyclic loading

被引：7

作者：

Lo, S. R. ^{[1
]}

Rahman, M. D. Mizanur ^{[1
]}

Bobei, D. ^{[2
]}

机构：

[1] Univ New S Wales, ADFA Campus, Canberra, ACT 2600, Australia

[2] Austress Menard Pty Ltd, Sydney, NSW 2113, Australia

来源：

GEOTECHNICAL ENGINEERING FOR DISASTER MITIGATION AND REHABILITATION | 2008年

关键词：

D O I：

10.1007/978-3-540-79846-0_16

中图分类号：

P3 [地球物理学]; P59 [地球化学];

学科分类号：

0708 ; 070902 ;

摘要：

Experimental studies on a sand with 10% fines were conducted to establish the linkage between monotonic and cyclic instability under undrained loading, in particular for the case of limited flow. Results of special strain path testing were presented to offer a theoretical explanation on the lack of clear field evidence of limited flow.

引用

页码：201 / +

页数：3

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