Bearing response of shallow foundations on structured soils

被引：0

作者：

Liyanapathirana, DS ^{[1
]}

Carter, JP ^{[1
]}

Airey, AW ^{[1
]}

Liu, MD ^{[1
]}

机构：

[1] Univ Sydney, Sydney, NSW 2006, Australia

来源：

BGA INTERNATIONAL CONFERENCE ON FOUNDATIONS: INNOVATIONS, OBSERVATIONS, DESIGN AND PRACTICE | 2003年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：521 / 530

页数：10

共 10 条

[1]

CARTER JP, 1995, AFENA USER MANUAL VE

[2]

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

[3]

Gens A., 1993, GEOT ENG HARD SOILS, P485

[4] A structured Cam Clay model [J].

Liu, MD ;

Carter, JP .

[5]

LIYANAPATHIRANA DS, 2003, UNPUB INT J GEOMECHA

[6]

Roscoe K. H., 1968, Engineering Plasticity, P535

Rouainia, M ;

Wood, DM .

GEOTECHNIQUE, 2000, 50 (02) :153-164

[8]

Terzaghi K., 1943, Theoretical Soil Mechanics

[9]

Vesic A.S., 1973, ASCE Journal of the Soil Mechanics and Foundations Division, V99, P45, DOI [10.1061/JSFEAQ.0001846, DOI 10.1061/JSFEAQ.0001846]

[10] EVALUATION OF A CONSTITUTIVE MODEL FOR OVERCONSOLIDATED CLAYS [J].

WHITTLE, AJ .

GEOTECHNIQUE, 1993, 43 (02) :289-313