Bearing capacity of strip foundation on geogrid-reinforced clay slope

被引:0
|
作者
Das, BM
Omar, MT
Singh, G
Shin, EC
机构
来源
EARTH REINFORCEMENT, VOL 1 | 1996年
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暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Results for the ultimate bearing capacity of a surface strip foundation on a saturated clay slope reinforced with layers of geogrid are presented. Only one type of biaxial geogrid was used for the tests. The location of the top geogrid layer, center-to-center spacing of the geogrid layer, and depth of geogrid reinforcement was varied. Based on the model test results a preliminary outline for estimation of the ultimate bearing capacity is presented.
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页码:579 / 584
页数:6
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