STRESS-STRAIN RELATIONS AND BREAKAGE OF CYLINDRICAL GRANITIC ROCK SPECIMENS UNDER UNIAXIAL AND TRIAXIAL LOADS

被引：10

作者：

KOTTE, JJ

BERCZES, ZG

GRAMBERG, J

SELDENRA.TR

机构：

[1] University of Technology, Delft

来源：

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 1969年 / 6卷 / 06期

关键词：

D O I：

10.1016/0148-9062(69)90023-0

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A suggested method is described, to provide data relating to the admissible strength of rocks in engineering. The calculated stress distribution in cylindrical specimens under uniaxial aand triaxial loading, and the deduced strain distribution in these specimens are shown to be useful working guides to the prediction of strength behaviour in the rocks concerned. A safe limit of strength may be specified by limiting the tensile strains so that the development of cracks will not occur. © 1969.

引用

页码：581 / &