STRIP FOUNDATION ON GEOGRID-REINFORCED CLAY - BEHAVIOR UNDER CYCLIC LOADING

被引：23

作者：

DAS, BM

SHIN, EC

机构：

[1] Office of Academic Affairs, Southern Illinois University at Carbondale, Carbondale

[2] Department of Civil Engineering and Mechanics, Southern Illinois University at Carbondale, Carbondale

来源：

GEOTEXTILES AND GEOMEMBRANES | 1994年 / 13卷 / 10期

关键词：

D O I：

10.1016/0266-1144(94)90066-3

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Laboratory model tests to determine the permanent settlement of a surface strip foundation supported by geogrid-reinforced saturated clay and subjected to a low-frequency cyclic load are presented. In conducting the tests, the foundation was initially subjected to an allowable static load. The cyclic load was then super-imposed over the static load. The variation of the maximum permanent settlement with the intensity of the static load and the intensity of the amplitude of the cyclic load are also presented.

引用

页码：657 / 667

页数：11

共 9 条

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