THE EFFECT OF LOCAL DRAINAGE IN SHEAR ZONES ON THE UNDRAINED STRENGTH OF OVERCONSOLIDATED CLAY

被引：18

作者：

ATKINSON, JH ^{[1
]}

RICHARDSON, D ^{[1
]}

机构：

[1] OVE ARUP & PARTNERS,LONDON,ENGLAND

来源：

GEOTECHNIQUE | 1987年 / 37卷 / 03期

关键词：

D O I：

10.1680/geot.1987.37.3.393

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：393 / 403

页数：11

共 17 条

[1]

Atkinson J H, 1985, GROUND ENG, V18, P15

ATKINSON, JH ;

EVANS, JS ;

HO, EWL .

GEOTECHNIQUE, 1985, 35 (03) :353-355

[3]

ATKINSON JH, 1985, GEOTECHNIQUE, V35, P378

[4]

ATKINSON JH, 1978, MECHANICS SOILS

[5]

ATKINSON JH, 1973, THESIS LONDON U

[6] HYDRAULIC TRIAXIAL APPARATUS FOR CONTROLLED STRESS PATH TESTING [J].

BISHOP, AW ;

WESLEY, LD .

GEOTECHNIQUE, 1975, 25 (04) :657-670

[7] STRENGTH OF SOILS AS ENGINEERING MATERIALS [J].

BISHOP, AW .

GEOTECHNIQUE, 1966, 16 (02) :91-&

[8]

Hansen J. B., 1949, GEOTECHNIQUE, V1, P189, DOI [10.1680/geot.1949.1.3.189, DOI 10.1680/GEOT.1949.1.3.189]

[9]

OLSON RE, 1960, P C SHEAR STRENGTH C, P1043

[10]

RICHARDSON D, 1987, THESIS CITY U LONDON