Upper-bound analysis of lateral pile capacity in cohesive soil

被引：253
|
作者：
Martin, CM
Randolph, MF
机构：
[1] Univ Oxford, Dept Engn Sci, Oxford OX1 3PJ, England
[2] Univ Western Australia, Ctr Offshore Fdn Syst, Nedlands, WA 6009, Australia
来源：
GEOTECHNIQUE | 2006年 / 56卷 / 02期
关键词：
bearing capacity; clays; in situ testing; piles; plasticity; theoretical analysis;
D O I：
10.1680/geot.2006.56.2.141
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
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页码：141 / 145
页数：5
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