Numerical procedures for deformation calculations in the reinforced soil walls

被引：45

作者：

Al Hattamleh, O

Muhunthan, B

机构：

[1] Hashemite Univ, Dept Civil Engn, Zarqa 13115, Jordan

[2] Washington State Univ, Dept Civil & Environm Engn, Pullman, WA 99164 USA

来源：

GEOTEXTILES AND GEOMEMBRANES | 2006年 / 24卷 / 01期

关键词：

geosynthetic; soil wall; membrane analogy; numerical analysis; case study;

D O I：

10.1016/j.geotexmem.2005.07.001

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This study presents a membrane analogy method to evaluate the deflection of fabric-reinforced earth walls. The resulting equations were solved using a finite difference scheme to obtain the deflection. The numerical results were compared with a full-scale Study. The comparisons show good performance of the model. (c) 2005 Elsevier Ltd. All rights reserved.

引用

页码：52 / 57

页数：6

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