Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr-Coulomb soil

被引：48
作者：
Smith, CC [1 ]
机构：
[1] Univ Sheffield, Geotechn Res Grp, Dept Civil & Struct Engn, Sheffield, S Yorkshire, England
来源：
GEOTECHNIQUE | 2005年 / 55卷 / 08期
关键词：
bearing capacity; footings; limit state design/analysis; plasticity;
D O I：
10.1680/geot.2005.55.8.607
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：607 / 612
页数：6
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