Bearing capacity of hydrated geosynthetic clay liners

被引：0
|
作者：
Koerner, Robert M. [1 ]
Narejo, Dhani [1 ]
机构：
[1] Drexel Univ, Philadelphia, United States
来源：
| 1995年 / ASCE, New York, NY, United States卷 / 121期
关键词：
Bearing capacity - Clay - Hydraulic conductivity - Linings - Loads (forces);
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Concern has been expressed about the bearing capacity of hydrated geosynthetic clay liners (CGLs), with respect to the possibility of the various products decreasing in thickness and thereby sacrificing their low as-manufactured hydraulic conductivity properties. This experimental study shows that, with adequate cover soil placement before loads are applied, this possibility can be avoided. Traditional design of the cover soil thickness with respect to anticipated loadings, followed by proper installation procedures, should be followed when utilizing GCLs.
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