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

被引：37

作者：

Galindo, R. A. ^{[1
]}

Serrano, A. ^{[1
]}

Olalla, C. ^{[1
]}

机构：

[1] Tech Univ Madrid, Madrid, Spain

来源：

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

页码：215 / 225

页数：11

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