A SIMPLIFIED VERSION OF THE BISHOP AND MORGENSTERN SLOPE-STABILITY CHARTS

被引：5
作者：
BARNES, GE
机构：
[1] School of Civil Engineering & Building, Bolton Institute, Deane Road, Bolton, Lancashire
来源：
CANADIAN GEOTECHNICAL JOURNAL | 1991年 / 28卷 / 04期
关键词：
EFFECTIVE STRESS; SLOPE STABILITY; DESIGN CHARTS;
D O I：
10.1139/t91-076
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
More critical values of the slope-stability coefficients, m and n, for effective stress analysis are given for a wide range of slope inclinations and values of the parameter c'/gamma-H. The approach is also simplified by eliminating the need to choose from fixed depth factors.
引用
收藏
页码：630 / 637
页数：8
相关论文
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    OCONNOR, MJ
    MITCHELL, RJ
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1977, 14 (01) : 144 - 151
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