Numerical analysis of the stability of heavily jointed rock slopes using PFC2D

被引：232

作者：

Wang, C ^{[1
]}

Tannant, DD

Lilly, PA

机构：

[1] Univ Alberta, Sch Min & Petr Engn, Edmonton, AB T6G 2G7, Canada

[2] Curtin Univ Technol, Western Australia Sch Mines, Kalgoorlie, WA 6433, Australia

来源：

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 2003年 / 40卷 / 03期

关键词：

D O I：

10.1016/S1365-1609(03)00004-2

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：415 / 424

页数：10

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STRACK, ODL .

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[5] State of the art: Limit equilibrium and finite-element analysis of slopes [J].

Duncan, JM .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (07) :577-596

[6] Slope stability analysis by finite elements [J].

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Lane, PA .

GEOTECHNIQUE, 1999, 49 (03) :387-403

[7]

HAJIABDOLMAJID V, 2002, P 5 N AM ROCK MECH S, P331

[8]

Hoek E, 2000, Practical Rock Engineering

[9]

Hudson JA, 1997, ENG ROCK MECH INTRO, P444

[10]

*IT CONS GROUP INC, 1999, PFC2D PART GLOW COD

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