BEARING CAPACITY OF GEOSYNTHETIC-REINFORCED SOIL USING VARIATIONAL METHOD

被引：8

作者：

DIXIT, RK ^{[1
]}

MANDAL, JN ^{[1
]}

机构：

[1] INDIAN INST TECHNOL,DEPT CIVIL ENGN,BOMBAY 400076,INDIA

来源：

GEOTEXTILES AND GEOMEMBRANES | 1993年 / 12卷 / 06期

关键词：

D O I：

10.1016/0266-1144(93)90043-N

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A variational method is applied to determine the bearing capacity of geosynthetic-reinforced soil. In this method, the shape of the failure surface and the distribution of the normal stress over it are determined by the use of minimizing theorems of variational calculus. Results of the variational method compare well with the experimental results of other investigators and show a promising trend.

引用

页码：543 / 566

页数：24

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