Effects of fines content, fabric, and structure on the cyclic direct simple shear behaviour of silty sands

被引：0
|
作者：
Cappellaro, C. [1 ]
Cubrinovski, M. [1 ]
Chiaro, G. [1 ]
Stringer, M. E. [1 ]
Bray, J. D. [2 ]
Riemer, M. F. [2 ]
机构：
[1] Univ Canterbury, Christchurch, New Zealand
[2] Univ Calif Berkeley, Berkeley, CA 94720 USA
来源：
EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS | 2019年 / 4卷
关键词：
MINIMUM; MAXIMUM;
D O I：
暂无
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：
A series of cyclic DSS tests on specimens of sandy soils from Christchurch reconstituted with the water sedimentation technique are presented and discussed. Experimental results are compared to evaluate the influence of specimen density, fines content, soil fabric, and specimen structure (layering) on the liquefaction resistance of the tested soils.
引用
收藏
页码：1588 / 1595
页数：8
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