GEOTEXTILE DEFORMATION ANALYSIS OF GEOSYNTHETIC CLAY LINERS WITH FEM

被引：0

作者：

Ozhan, Hakki O. ^{[1
]}

机构：

[1] Istanbul Kemerburgaz Univ, Turkey Civil Engn Dept, Bagcilar Istanbul, Turkey

来源：

TEXTILE COMPOSITES AND INFLATABLE STRUCTURES VII | 2015年

关键词：

Geosynthetic Clay Liner; Geotextile Deformation; Internal Erosion; Finite Element Method; Hydraulic Head; INTERNAL EROSION; PERFORMANCE; GRAVEL; GCL;

D O I：

暂无

中图分类号：

TB3 [工程材料学]; TS1 [纺织工业、染整工业];

学科分类号：

0805 ; 080502 ; 0821 ;

摘要：

This paper provides information on placing geosynthetic clay liner (GCL) as a lining material over coarse-grained soils in cover systems or irrigation ponds. The effects of the hydraulic head acting over the GCL and the void size of the subgrade material on deformation behavior of the GCL were analyzed by using finite element method (FEM) and a relation between the deformations and failure of the GCL was established by comparing the results with those obtained from an experimental study. Based upon these results, recommendations for the use of GCL as a barrier over coarse materials are given.

引用

页码：524 / 533

页数：10

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