Limit State Design of Shallow Foundations

被引：0
|
作者：
Kirichek, Yuruy [1 ]
Tregub, Alexandr [1 ]
机构：
[1] Pridniprovska State Acad Civil Engn & Architectur, Dnepropetrovsk, Ukraine
来源：
GEOTECHNICAL SAFETY AND RISK V | 2015年
关键词：
Limit-state method; safe bearing capacity; bearing failure; finite element modeling; plastic shear zone;
D O I：
10.3233/978-1-61499-580-7-377
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The paper contains the analysis 86 field tests and calculations conducted by the authors for predicting the safe bearing capacity of shallow foundations. Limit state design of shallow foundation is studied. The allowable plastic shear zones were estimated by elasto-plastic FE analysis.
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页码：377 / 382
页数：6
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