Swelling effects on mechanical behaviour of natural London Clay

被引：0
|
作者：
Takahashi, A. [1 ]
Fung, D. W. H. [1 ]
Jardine, R. J. [1 ]
机构：
[1] Publ Works Res Inst, Tsukuba, Ibaraki, Japan
来源：
PROCEEDINGS OF THE 16TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOLS 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT | 2005年
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D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper reports a study into the potential effects of swelling on destructuration of a natural London Clay. Preliminary results are presented from a conventional direct shear tests conducted under a constant height condition. These suggest that the changes in soil structure induced by one-dimensional swelling affect global stiffness behaviour more than the peak shear strengths.
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页码：443 / 446
页数：4
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