RELATION BETWEEN SHEAR STRENGTH OF SANDS IN TRIAXIAL COMPRESSION PLANE STRAIN AND DIRECT SHEAR

被引：173

作者：

ROWE, PW

机构：

来源：

GEOTECHNIQUE | 1969年 / 19卷 / 01期

关键词：

D O I：

10.1680/geot.1969.19.1.75

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A theoretical relation is derived between the peak Coulomb φ values for saturated drained sands measured in the direct shear test and the plane strain compression test using the stress-dilatancy equation and the assumption that the directions of principal strain increment and principal stress coincide. Limiting dilatancy rates in triaxial compression allow an overall comparison of the φ values to be expected in these three types of test. Present available experimental data indicate quite close agreement over the range φμ = 17°-39° for cohesion-less soils. © 1969, Thomas Telford Ltd. All rights reserved.

引用

页码：75 / &

共 34 条

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