THE STRENGTH AND DILATANCY OF SAND

被引：97

作者：

VAID, YP ^{[1
]}

SASITHARAN, S ^{[1
]}

机构：

[1] UNIV ALBERTA,DEPT CIVIL ENGN,EDMONTON T6G 2G7,ALBERTA,CANADA

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1992年 / 29卷 / 03期

关键词：

SAND; PEAK FRICTION ANGLE; DILATANCY; STRESS PATH; TRIAXIAL TEST;

D O I：

10.1139/t92-058

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The effects of stress path and loading direction in the triaxial test on strength and dilatancy of sand are investigated. It is shown that the unique relationship observed between peak friction angle and dilation rate at peak in conventional triaxial tests is followed regardless of stress path, confining stress at failure, relative density, and the mode of loading (compression or extension).

引用

页码：522 / 526

页数：5

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