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Volumn 23, Issue 20, 2004, Pages 3390-3396

Three dimensional elasto-viscoplastic composite element model for discontinuous rock masses

Author keywords

Composite element method; Discontinuity; Elasto viscoplasticity; Rock mechanics

Indexed keywords

ELASTOPLASTICITY; FINITE ELEMENT METHOD;

EID: 11144232408     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (17)

References (18)
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    • Cundall, P.A.1
  • 2
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    • Numerical analysis of cracked and jointed rock mass
    • Tokyo: A. A. Balkema
    • Hamajima R, Kawai T, Yamashita K, et al. Numerical analysis of cracked and jointed rock mass[A]. In: Num. Meth. in Geomech.[C]. Tokyo: A. A. Balkema, 1985, 207-214
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    • Hamajima, R.1    Kawai, T.2    Yamashita, K.3
  • 3
    • 0026850741 scopus 로고
    • Discontinuous deformation analysis: A new numerical model for the statics and dynamics of deformable block structures
    • Shi G H. Discontinuous deformation analysis: a new numerical model for the statics and dynamics of deformable block structures[J]. Engineering Computations, 1992, 9(2): 157-168
    • (1992) Engineering Computations , vol.9 , Issue.2 , pp. 157-168
    • Shi, G.H.1
  • 4
    • 0028167379 scopus 로고
    • Stochastic elastic-viscoplastic analysis for discontinuous rock masses
    • Chen S H, Shen B K, Huang M H. Stochastic elastic-viscoplastic analysis for discontinuous rock masses[J]. Int. J. for Num. Meth. in Engng., 1994, 37(14): 2429-2444
    • (1994) Int. J. for Num. Meth. in Engng. , vol.37 , Issue.14 , pp. 2429-2444
    • Chen, S.H.1    Shen, B.K.2    Huang, M.H.3
  • 7
    • 0020952270 scopus 로고
    • The behaviour of reinforced jointed rock masses under various simple loading states
    • Melbourne
    • Pande G N, Gerrard C M. The behaviour of reinforced jointed rock masses under various simple loading states[A]. In: Proc. 5th ISRM Cong.[C]. Melbourne: [s.n.], 1983, 217-223
    • (1983) Proc. 5th ISRM Cong. , pp. 217-223
    • Pande, G.N.1    Gerrard, C.M.2
  • 8
  • 9
    • 0028443280 scopus 로고
    • Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts
    • Chen S H, Pande G N. Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts[J]. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 1994, 31(3): 273-277
    • (1994) Int. J. Rock Mech. Min. Sci. and Geomech. Abstr. , vol.31 , Issue.3 , pp. 273-277
    • Chen, S.H.1    Pande, G.N.2
  • 10
    • 84920311246 scopus 로고    scopus 로고
    • Study of jointed rock masses reinforced by passive, fully-grouted bolts
    • Accepted to be published
    • Egger P, Chen S H. Study of jointed rock masses reinforced by passive, fully-grouted bolts[J]. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 2004, Accepted to be published.
    • (2004) Int. J. Rock Mech. Min. Sci. and Geomech. Abstr.
    • Egger, P.1    Chen, S.H.2
  • 11
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    • Three dimensional analysis of joint rock slope
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    • Mahtab, M.1    Goodman, R.E.2
  • 13
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    • Elasto-viscoplastic distinct modeling of bolt in jointed rock masses
    • Yuan J.X. (ed.), Rotterdam: A. A. Balkema
    • Chen S H, Egger P. Elasto-viscoplastic distinct modeling of bolt in jointed rock masses[A]. In: Yuan J X ed. Proc. Comp. Mech. and Adv. in Geomech.[C]. Rotterdam: A. A. Balkema, 1997, 1985-1989
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    • Chen, S.H.1    Egger, P.2
  • 15
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    • Chinese source
  • 16
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    • Study of hollow friction bolts in rock by a three dimensional composite element method
    • South Africa
    • Chen S H, He Z G, Egger P. Study of hollow friction bolts in rock by a three dimensional composite element method[A]. In: Proc. 10th ISRM Cong.-ISRM 2003[C]. South Africa: [s.n.], 2003, 150-159
    • (2003) Proc. 10th ISRM Cong. - ISRM 2003 , pp. 150-159
    • Chen, S.H.1    He, Z.G.2    Egger, P.3
  • 17
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    • Composite element analysis and justification for the rock masses reinforced by fully grouted bolt
    • Accepted to be published
    • Chen S H, Qiang S, Chen S F, et al. Composite element analysis and justification for the rock masses reinforced by fully grouted bolt[J]. Rock Mech. and Rock Engng., 2004, Accepted to be published
    • (2004) Rock Mech. and Rock Engng.
    • Chen, S.H.1    Qiang, S.2    Chen, S.F.3
  • 18
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    • Chinese source


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.