BOUNDARY WEDGES IN 2-DIMENSIONAL PASSIVE SOIL FAILURE

被引：36

作者：

HETTIARATCHI, DRP ^{[1
]}

REECE, AR ^{[1
]}

机构：

[1] UNIV NEWCASTLE UPON TYNE,DEPT AGR ENGN,NEWCASTLE UPON TYNE NE1 7,NORTHUMBERLAND,ENGLAND

来源：

GEOTECHNIQUE | 1975年 / 25卷 / 02期

关键词：

D O I：

10.1680/geot.1975.25.2.197

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：197 / 220

页数：24

共 15 条

[1]

BASSETT RH, 1972, 5TH P EUR C SOIL MEC, V2, P152

[2]

BUTTERFIELD R, 1973, S PLASTICITY SOIL ME

[3]

BUTTERFIELD R, 1971, P ROSCOE MEML S CAMB, P220

[4]

Graham J., 1971, CAN GEOTECH J, V8, P566, DOI [10.1139/t71-058, DOI 10.1139/T71-058]

[5] CALCULATION OF PASSIVE SOIL RESISTANCE [J].

HETTIARATCHI, DR ;

REECE, AR .

GEOTECHNIQUE, 1974, 24 (03) :289-310

[6] VELOCITY FIELD FOR SOME PASSIVE EARTH PRESSURE PROBLEMS [J].

JAMES, RG ;

BRANSBY, PL .

GEOTECHNIQUE, 1971, 21 (01) :61-&

JAMES, RG ;

BRANSBY, PL .

GEOTECHNIQUE, 1970, 20 (01) :17-&

[8]

JAMES RG, 1972, 5TH P EUR C SOIL MEC, V1, P39

[9]

Lucia JBA., 1966, PASSIVE EARTH PRESSU

[10]

MAY J, 1968, 1467 MIL ENG EXPTL E