RES - A NUMERICAL PROGRAM FOR REINFORCED-SOIL SLOPES BASED ON THE RIGID-PLASTIC THEORETICAL-MODEL

被引：7

作者：

LESNIEWSKA, D

机构：

[1] Institute of Hydroengineering, IBW PAN, Gdańsk

来源：

GEOTEXTILES AND GEOMEMBRANES | 1993年 / 12卷 / 05期

关键词：

Computer software;

D O I：

10.1016/0266-1144(93)90018-J

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A brief description of a rigid-plastic model of reinforced soil is presented with an account of its application - program RES, which may serve for numerical analysis of reinforced slopes. The program is able to solve the classical differential-boundary-value problem of slope-bearing capacity for reinforced and unreinforced soil in a wide range of soil and reinforcement parameters. The solution is obtained with a method of characteristics and contains the slope's bearing capacity (the value of the failure load), a definition of slip line, responsible for construction damage, and the total stresses in the plastic region of the slope.

引用

页码：435 / 439

页数：5

共 8 条

[1]

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[2]

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[3]

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[4]

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[5]

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[6]

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[7]

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[8]

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