Inclination Factors for Strip Footings on Non-Homogeneous Clay

被引：4
|
作者：
Ouahab, M. Y. [1 ]
Mabrouki, A. [1 ]
Mellas, M. [1 ]
Benmeddour, D. [1 ]
机构：
[1] Biskra Univ, LRGC Civil Engn Res Lab, Biskra, Algeria
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2017年 / 54卷 / 03期
关键词：
BEARING CAPACITY; FOUNDATIONS; STRENGTH;
D O I：
10.1007/s11204-017-9450-8
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
In offshore industry, foundations are subjected to vertical and horizontal loads due to the self-weight and wind or wave forces, and they are founded on non-homogeneous deposits where the strength increases with depth. This paper aims to evaluate the inclination factor through the study of the undrained bearing capacity of strip footings on non-homogeneous clay under inclined loading. An expression of the inclination factor is proposed.
引用
收藏
页码：155 / 160
页数：6
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