Ultimate bearing capacity of rock masses based on modified Mohr-Coulomb strength criterion

被引：40
作者：
Galindo, R. A. [1 ]
Serrano, A. [1 ]
Olalla, C. [1 ]
机构：
[1] Tech Univ Madrid, Madrid, Spain
来源：
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 2017年 / 93卷
关键词：
Bearing capacity; Spread foundation; Non-linear strength; Criterion; Characteristic method; POLYAXIAL STRENGTH; PILE; TIP; BEHAVIOR;
D O I：
10.1016/j.ijrmms.2016.12.017
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：215 / 225
页数：11
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