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

被引：229

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：

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

共 19 条

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[4] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
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[J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
[5] State of the art: Limit equilibrium and finite-element analysis of slopes
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[6] Slope stability analysis by finite elements
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Lane, PA
[J]. 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