Rock failure due to energy release during unloading and application to underground rock burst control

被引：154

作者：

Hua, AZ ^{[1
]}

You, MQ

机构：

[1] China Univ Min & Technol, Coll Architecture & Civil Engn, Xuzhou 221008, Jiangsu, Peoples R China

[2] Jiaozuo Inst Technol, Jiaozuo, Peoples R China

来源：

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2001年 / 16卷 / 03期

基金：

中国国家自然科学基金;

关键词：

D O I：

10.1016/S0886-7798(01)00046-3

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

[No abstract available]

引用

页码：241 / 246

页数：6

共 9 条

[1]

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[2]

HUA AZ, 1989, CHIN J ROCK MECH ENG, V8, P322

[3]

Li TB., 1993, CHIN J ROCK MECH ENG, V12, P321

[4] The behaviour of tunnels at great depth under large static and dynamic pressures [J].

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ORTLEPP, WD ;

STACEY, TR .

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[6] CONFINING PRESSURE REDUCTION EXPERIMENTS - A NEW METHOD FOR MEASURING FRICTIONAL STRENGTH OVER A WIDE-RANGE OF NORMAL STRESS [J].

SHIMAMOTO, T .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1985, 22 (04) :227-236

[7] A SIMPLE EXTENSION STRAIN CRITERION FOR FRACTURE OF BRITTLE ROCK [J].

STACEY, TR .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1981, 18 (06) :469-474

[8]

SWANSON SR, 1971, INT J ROCK MECH MIN, V8, P227

[9] Applicability of Mohr-Coulomb and Hoek-Brown strength criteria to the dynamic strength of brittle rock [J].

Zhao, J .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (07) :1115-1121

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