Anisotropy in bearing capacity-lateral deformation behavior of sand ground

被引：0
|
作者：
Kawamura, S [1 ]
Miura, S [1 ]
Yokohama, S [1 ]
机构：
[1] Muroran Inst Technol, Fac Engn, Muroran, Hokkaido 050, Japan
来源：
DEFORMATION CHARACTERISTICS OF GEOMATERIALS | 2003年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The present study aims at clarifying mechanical behavior of anisotropic ground beneath structure subjected to cyclic loading or monotonic loading. In particular, effect of fabric anisotropy on lateral flow deformation behavior of sand ground in static and cyclic fields was clarified, and the importance of evaluation of lateral deformation for anisotropic grounds was also indicated.
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收藏
页码：1303 / 1310
页数：8
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