A semi-analytical solution for cylindrical cavity expansion in elastic-perfectly plastic soil under biaxial in situ stress field

被引：5
|
作者：
Zhou, H. [1 ]
Kong, G. [2 ]
Liu, H. [1 ]
Chen, S. L. [3 ]
机构：
[1] Chongqing Univ, Coll Civil Engn, Key Lab New Technol Construct Cities Mt Area, Chongqing, Peoples R China
[2] Hohai Univ, Coll Civil & Transportat Engn, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing, Jiangsu, Peoples R China
[3] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
来源：
GEOTECHNIQUE | 2016年 / 66卷 / 09期
关键词：
D O I：
10.1680/jgeot.16.P.077r
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：786 / 788
页数：3
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