KINEMATIC APPROACH TO LIMIT LOAD FOR STEADY PENETRATION IN RIGID PLASTIC SOILS

被引：13

作者：

DRESCHER, A

KANG, Y

机构：

来源：

GEOTECHNIQUE | 1987年 / 37卷 / 03期

关键词：

D O I：

10.1680/geot.1987.37.3.233

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：233 / 246

页数：14

共 16 条

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TUMAY, MT .

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[2]

[Anonymous], 1973, ENG PLASTICITY

[3]

Baligh M.M., 1975, J GEOTECHNICAL GEOEN, V101, P1119

[4] STRAIN PATH METHOD [J].

BALIGH, MM .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (09) :1108-1138

[5] ANALYSIS OF WEDGE PENETRATION IN CLAY [J].

BALIGH, MM ;

SCOTT, RF .

GEOTECHNIQUE, 1976, 26 (01) :185-208

BISHOP, JFW .

[7]

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

[8]

COLLINS IF, 1982, MECH SOLIDS, P135

[9]

DRESCHER A, 1984, GEOTECHNIQUE, V34, P1

[10]

KANG Y, 1986, THESIS U MINNESOTA