Passive pressure coefficients, critical failure surface and its kinematic admissibility

被引：58

作者：

Kumar, J ^{[1
]}

Rao, KS ^{[1
]}

机构：

[1] INDIAN INST SCI, BANGALORE 560012, KARNATAKA, INDIA

来源：

GEOTECHNIQUE | 1997年 / 47卷 / 01期

关键词：

earth pressure; failure; limit analysis; plasticity; retaining walls; sands;

D O I：

10.1680/geot.1997.47.1.185

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

[No abstract available]

引用

页码：185 / 192

页数：8

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[Anonymous], 2017, ACTIVE PASSIVE EARTH

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[4]

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[5]

Chen W.F., 1975, LIMIT ANAL SOIL PLAS

[6]

Graham J., 1971, CAN GEOTECH J, V8, P566

[7]

Hansen BJ, 1953, Earth pressure calculation

[8]

Janbu N, 1957, P 4 INT C SOIL MECH, P207

[9]

JUMIKIS AR, 1962, ENG RES PUBL, V43

[10]

KUMAR J, 1995, UNPUB INT J NUMERICA