Strip foundation on geogrid-reinforced clay slope

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作者
Das, BM
Omar, MT
Singh, G
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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 were varied. Based on the model test results a preliminary outline for estimating the ultimate bearing capacity is presented.
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页码:419 / 426
页数:8
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