ANISOTROPIC 3-DIMENSIONAL BEHAVIOR OF A NORMALLY CONSOLIDATED CLAY

被引：112

作者：

KIRKGARD, MM ^{[1
]}

LADE, PV ^{[1
]}

机构：

[1] UNIV CALIF LOS ANGELES,DEPT CIVIL ENGN,LOS ANGELES,CA 90024

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1993年 / 30卷 / 05期

关键词：

ANISOTROPIC SOILS; CLAYS; DEFORMATION; SHEAR STRENGTH; TRIAXIAL TESTS;

D O I：

10.1139/t93-075

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

An experimental study is presented of the influence of the intermediate principal stress on the stress-strain, pore-pressure, and strength characteristics of a normally consolidated, natural anisotropic clay, San Francisco Bay Mud, under undrained conditions. Consolidated undrained triaxial compression tests and triaxial tests with independent control of all three principal stresses on cubical specimens were performed. The stress-strain behavior and the pore-pressure characteristics as well as the effective stress failure surface can be described as being cross-anisotropic.

引用

页码：848 / 858

页数：11

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