A new constitutive model for textured geomembrane/geotextile interfaces

被引：43

作者：

Bacas, Belen M. ^{[1
]}

Konietzky, Heinz ^{[2
]}

Canizal Berini, Jorge ^{[3
]}

Sagaseta, Cesar ^{[3
]}

机构：

[1] Univ Cantabria, Technol Dev Ctr, Terrasolum Sl Geotech Engn, E-39005 Santander, Spain

[2] Tech Univ Bergakad Freiberg, Inst Geotech, Chair Rock Mech, D-09596 Freiberg, Germany

[3] Univ Cantabria, Sch Civil Engn, Geotech Grp, E-39005 Santander, Spain

来源：

GEOTEXTILES AND GEOMEMBRANES | 2011年 / 29卷 / 02期

关键词：

Slope; Landfill; Geotextile; Geomembrane; Interface; Numerical model; INTERNAL SHEAR-STRENGTH; BEHAVIOR; FAILURE;

D O I：

10.1016/j.geotexmem.2010.10.014

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The paper presents a study of the frictional behaviour of geosynthetics used for municipal solid waste landfills. Direct shear tests of several geomembrane/geotextile interfaces were performed to investigate the shear behaviour. Furthermore, analytical and numerical models were developed to describe the observed behaviour, especially to simulate progressive geomembrane/geotextile interface failure and the factors controlling its significance. (C) 2010 Elsevier Ltd. All rights reserved.

引用

页码：137 / 148

页数：12

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