The Equivalence of Three Shear-Normal Stress Forms of the Hoek-Brown Criterion

被引：3

作者：

Gao, Ke ^{[1
,2
]}

Bozorgzadeh, Nezam ^{[3
]}

Harrison, John P. ^{[1
]}

机构：

[1] Univ Toronto, Dept Civil & Mineral Engn, Toronto, ON, Canada

[2] Los Alamos Natl Lab, Geophys, Los Alamos, NM 87545 USA

[3] Royal Mil Coll Canada, GeoEngn Ctr, Dept Civil Engn, Kingston, ON, Canada

来源：

ROCK MECHANICS AND ROCK ENGINEERING | 2019年 / 52卷 / 09期

基金：

加拿大自然科学与工程研究理事会;

关键词：

Hoek-Brown criterion; Shear-normal stress space; FAILURE ENVELOPE;

D O I：

10.1007/s00603-019-01758-z

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

[No abstract available]

引用

页码：3501 / 3507

页数：7

共 23 条

[1]

BALMER G, 1952, P AM SOC TEST MATER, V52, P1260

[2] Improving the GSI Hoek-Brown criterion relationships [J].

Bertuzzi, Robert ;

Douglas, Kurt ;

Mostyn, Garry .

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2016, 89 :185-199

[3] DETERMINATION OF SHEAR FAILURE ENVELOPE IN ROCK MASSES - DISCUSSION [J].

BROWN, ET ;

HOEK, E .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (03) :371-373

[4]

Carranza-Torres C., 2004, Proceedings of MIR 2004-X Conference on Rock and Engineering Mechanics, P285

[5]

Dawson E, 2000, GEODENVER 2000

[6] The Hoek-Brown Failure Criterion [J].

Eberhardt, Erik .

ROCK MECHANICS AND ROCK ENGINEERING, 2012, 45 (06) :981-988

[7]

Hammah R.E., 2004, P ISRM REGIONAL S EU

[8]

HOEK E, 1983, GEOTECHNIQUE, V33, P185

[9]

Hoek E, 1997, INT J ROCK MECH MIN, V34, P1165, DOI 10.1016/S1365-1609(97)80069-X

[10]

HOEK E, 1980, J GEOTECH ENG-ASCE, V106, P1013

← 1 2 3 →