Anisotropic behaviour of schistose rocks and effect of confining pressure on them

被引：0
|
作者：
Nasseri, MH [1 ]
Rao, KS [1 ]
Ramamurthy, T [1 ]
机构：
[1] Univ Tarbiat Modaress, Dept Min Engn, Tehran, Iran
来源：
ENVIRONMENTAL AND SAFETY CONCERNS IN UNDERGROUND CONSTRUCTION, VOLS, 1 AND 2 | 1997年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Tensile strength, compressive strength and modulus anisotropic behaviour of four schistose rocks has been analysed critically. An attempt is made to find out the effect of confining pressure of up to 100 MPa on detoriation of the strength and modulus anisotropy of four schistose rocks obtained from two power house sites at the foothills of the Himalayas.
引用
收藏
页码：445 / 450
页数：6
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