An exercise on the bearing capacity of strip foundations

被引:3
作者
Mortara, G. [1 ]
机构
[1] Univ Mediterranea Reggio Calabria, DICEAM, Reggio Di Calabria, Italy
关键词
bearing capacity; failure; footings/foundations;
D O I
10.1680/jgele.19.00079
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper deals with the exact solution of the bearing capacity of strip foundations on weightless cohesive-frictional soil considering the inclination of the (a) foundation base, (b) ground surface and (c) loads on the foundation base and on the ground surface. It will be seen that the upper bound and the lower bound solutions coincide unless extreme conditions are considered. New definitions for the bearing capacity factors N-q and N-c will then be provided.
引用
收藏
页码:141 / 148
页数:8
相关论文
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Brinch Hansen J., 1970, GEOTEK I B, V28, P3
[2]  
Chen W.-F., 1975, LIMIT ANAL SOIL PLAS
[3]  
Muir Wood D., 2004, GEOTECHNICAL MODELLI
[4]   The inclination and shape factors for the bearing capacity of footings [J].
Van Baars, Stefan .
SOILS AND FOUNDATIONS, 2014, 54 (05) :985-992
[5]  
Vesic A.S., 1975, Foundation Engineering Handbook, P121