A simplified elastoplastic macroscopic model for the reinforced earth material

被引：73

作者：

Ensan, MN ^{[1
]}

Shahrour, I ^{[1
]}

机构：

[1] Univ Sci & Tech Lille Flandres Artois, Ecole Univ Ingn Lille, Lab Mecan Lille, URA 1441, F-59655 Villeneuve Dascq, France

来源：

MECHANICS RESEARCH COMMUNICATIONS | 2000年 / 27卷 / 01期

关键词：

D O I：

10.1016/S0093-6413(00)00065-3

中图分类号：

O3 [力学];

学科分类号：

08 [工学]; 0801 [力学];

摘要：

A simplified elastoplastic macroscopic model for the reinforced earth material is presented. The main advantage of this model lies in the simplicity of its integration in classical finite element programs. The model assumes a perfect bending between the soil and the reinforcement.

引用

页码：79 / 86

页数：8

共 8 条

[1]

Al-Yassin Z., 1979, P INT S SOIL REINF P, P3

[2]

ENSAN MN, 1998, THESIS U SCI TECHNOL

[3]

HERMANN LR, 1978, P ASCE S REINF EARTH

[4]

JURAN, 1978, AM SOC CIVIL ENG SPE, P520

[5]

SHORT COMMUNICATION - A MACROSCOPIC ELASTOPLASTIC CONSTITUTIVE LAW FOR MULTILAYERED MEDIA - APPLICATION TO REINFORCED EARTH MATERIAL [J].

PRUCHNICKI, E ;

SHAHROUR, I .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1994, 18 (07) :507-518

[6]

SCHLOSSER F, 1983, REV FRANCAISE GEOTEC, P7

[7]

SHAHROUR I, 1992, INT C COMP GEOT PAR, P327

[8]

SIAD L, 1987, THESIS ECOLE NATL PO

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