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Volumn 24, Issue 10, 2005, Pages 1639-1644

Insight into some aspects of discrete element numerical methods for rock mass

Author keywords

Contact detection; Discrete element method; Discrete element numerical methods; Numerical method; Rock mechanics

Indexed keywords

DEFORMATION; FINITE DIFFERENCE METHOD; NUMERICAL METHODS; ROCKS;

EID: 20444378861     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (8)

References (13)
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  • 2
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    • Berkeley: Department of Civil Engineering, University of California at Berkeley
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    • (1988)
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  • 3
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    • A static relaxation method for the analysis of excavations in discontinuous rock
    • Cambridge: ISRM/BGS
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    • (1984) Design and Performance of Underground Excavations , pp. 149-155
    • Stewart, I.J.1    Brown, E.T.2
  • 5
    • 20444388835 scopus 로고
    • Static synchronic relaxation discrete element method and its application to engineering
    • Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Chinese source
    • Chen Wensheng. Static synchronic relaxation discrete element method and its application to engineering[M. S. Thesis][D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 1993. (in Chinese)
    • (1993)
    • Chen, W.1
  • 7
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    • Block-fault model and its application to the elastic-viscoplastic analysis of rock slopes
    • Chinese source
    • Chen Shenghong. Block-fault model and its application to the elastic-viscoplastic analysis of rock slopes[J]. Journal of Hydraulic Engineering, 1992, (7): 9-15. (in Chinese)
    • (1992) Journal of Hydraulic Engineering , Issue.7 , pp. 9-15
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  • 9
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    • User's manual of 2D-BLOCK
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    • (1998)
  • 10
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    • UDEC - A generalized distinct element program for modelling jointed rock
    • Report PCAR-1-80, Peter Cundall Associates, European Research Office, U.S. Army
    • Cundall P A. UDEC - a generalized distinct element program for modelling jointed rock[R]. Report PCAR-1-80, Peter Cundall Associates, European Research Office, U.S. Army, 1980.
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    • Cundall, P.A.1
  • 11
    • 0036696779 scopus 로고    scopus 로고
    • Modelling of ground surface subsidence at Jinshandian iron mine by discrete element method
    • Chinese source
    • Cheng Yungming, Chen Wensheng, Ge Xiurun, et al. Modelling of ground surface subsidence at Jinshandian iron mine by discrete element method[J], Chinese Journal of Rock Mechanics and Engineering, 2002, 21(8): 1130-1135. (in Chinese)
    • (2002) Chinese Journal of Rock Mechanics and Engineering , vol.21 , Issue.8 , pp. 1130-1135
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  • 12
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    • A generalized-interface-element method based on static relaxation
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    • Chen Wensheng, Feng Xiating, Ge Xiurun, et al. A generalized-interface-element method based on static relaxation[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(1): 24-28. (in Chinese)
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  • 13
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    • Detection of 3D rock block contacts by penetration edges
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    • Chen Wensheng, Zheng Hong, Cheng Yungming, et al, Detection of 3D rock block contacts by penetration edges[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(4): 565-571. (in Chinese)
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.