CRITICAL ACCELERATION VERSUS STATIC FACTOR OF SAFETY IN STABILITY ANALYSIS OF EARTH DAMS AND EMBANKMENTS

被引:30
作者
SARMA, SK [1 ]
BHAVE, MV [1 ]
机构
[1] IMPERIAL COLL,CIVIL ENGN DEPT,LONDON,ENGLAND
来源
GEOTECHNIQUE | 1974年 / 24卷 / 04期
关键词
D O I
10.1680/geot.1974.24.4.661
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:661 / 665
页数:5
相关论文
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[2]  
Duncan J. M., 1973, J SOIL MECH FDN DIV, V99, P783
[3]   STABILITY ANALYSIS OF EMBANKMENTS AND SLOPES [J].
SARMA, SK .
GEOTECHNIQUE, 1973, 23 (03) :423-433
[4]   A METHOD OF ANALYSIS OF STABILITY OF EMBANKMENTS ASSUMING PARALLEL INTER-SLICE FORCES [J].
SPENCER, E .
GEOTECHNIQUE, 1967, 17 (01) :11-&