Study on the critical height of fiber-reinforced slope by centrifuge test

被引：0
|
作者：
Li, GX
Jie, YX
Jie, GZ
机构：
来源：
LANDMARKS IN EARTH REINFORCEMENT, VOL 1 | 2001年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Centrifuge model tests were carried out to study the behavior of fiber-reinforced cohesive steep slope. It has been found that unlike unreinforced one, reinforced soil still retains a certain tensile strength in the crack zones, which increases greatly the critical height of the steep slope. A simple method to estimate the critical height of the steep slope is also presented in this paper.
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页码：239 / 241
页数：3
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