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

共 20 条

[1]

BATHURST RJ, 1994, 5 INT C GEOT GEOM RE, P1275

[2]

Bourdeau P. L., 1989, Computers and Geotechnics, V7, P19, DOI 10.1016/0266-352X(89)90004-9

[3]

Das B. M., 1999, PRINCIPLE FDN ENG, V4th

[4] SOIL GEOTEXTILE INTERACTION - EVALUATION OF MEMBRANE SUPPORT [J].

ESPINOZA, RD .

GEOTEXTILES AND GEOMEMBRANES, 1994, 13 (05) :281-293

[5]

FLOS R, 1979, INT C REINFORCED EAR, V3, P183

[6]

HARR ME, 1977, EMCH PARTICULATE MED

[7]

Hatanaka M., 1996, SOILS FOUND, V36, P1, DOI [DOI 10.3208/SANDF.36.4_, https://doi.org/10.3208/sandf.36.4_1]

[8] ANALYTICAL AND MODEL STUDIES OF REINFORCEMENT OF A LAYER OF GRANULAR FILL ON A SOFT CLAY SUBGRADE [J].

LOVE, JP ;

BURD, HJ ;

MILLIGAN, GWE ;

HOULSBY, GT .

CANADIAN GEOTECHNICAL JOURNAL, 1987, 24 (04) :611-622

[9]

Miyata K., 1996, Geosynthetics International, V3, P1, DOI [10.1680/gein.3.0050, DOI 10.1680/GEIN.3.0050]

[10]

Nakajima T, 1996, EARTH REINFORCEMENT, VOL 1, P427

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