Ultimate bearing capacity of strip foundation on geogrid-reinforced clay slope

被引：1
|
作者：
Eun Chul Shin
Braja M. Das
机构：
[1] University of Inchon,Dept. of Civil Engineering
[2] California State University,School of Engineering Computer Science
来源：
KSCE Journal of Civil Engineering | 1998年 / 2卷 / 4期
关键词：
bearing capacity; geogrid reinforcement; clay slope; strip foundation;
D O I：
10.1007/BF02830129
中图分类号：
学科分类号：
摘要：
Laboratory model results for the ultimate bearing capacity of a surface strip foundation on a saturated slope reinforced with geogrid layers are presented. The angle of the slope with the horizontal was varied from 35° to 50°.
引用
收藏
页码：481 / 488
页数：7
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