메뉴 건너뛰기




Volumn 41, Issue SUPPL. 1, 2004, Pages

Numerical simulation of 3-d failure process in heterogeneous rocks

Author keywords

Failure process; Heterogeneity; Numerical method; Three dimensional

Indexed keywords

BRITTLE FRACTURE; COMPUTER SIMULATION; CRACK INITIATION; ELASTIC MODULI; LOADING;

EID: 3042856182     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2004.03.061     Document Type: Article
Times cited : (69)

References (10)
  • 1
    • 0032182951 scopus 로고    scopus 로고
    • Analysis of compressive fracture in rock using statistical techniques
    • Blair SC, Cook N.G. 1998. Analysis of compressive fracture in rock using statistical techniques. Int J Rock Mech Min Sci 35(7):837-848.
    • (1998) Int J Rock Mech Min Sci , vol.35 , Issue.7 , pp. 837-848
    • Blair, S.C.1    Cook, N.G.2
  • 2
    • 0024035088 scopus 로고    scopus 로고
    • Formulation of a threedimensional distinct element model
    • Cundal PA. 1998. Formulation of a threedimensional distinct element model. Part : Int J Rock Mech Min Sci 25:107-116.
    • (1998) Part: Int J Rock Mech Min Sci , vol.25 , pp. 107-116
    • Cundal, P.A.1
  • 3
    • 0030710851 scopus 로고    scopus 로고
    • Heterogeneous solids - Part I: Analytical and numerical-Dresults on boundary effects
    • Frantziskonis G. 1997. Heterogeneous solids - Part I: Analytical and numerical-Dresults on boundary effects. Eur J Mech, A/Solids 16(3): 409-423.
    • (1997) Eur J Mech, A/Solids , vol.16 , Issue.3 , pp. 409-423
    • Frantziskonis, G.1
  • 4
    • 0024035089 scopus 로고    scopus 로고
    • Formulation of a three-dimensional discinct element model - Part :
    • Hart R, Cundall PA, Lemos J. 1998. Formulation of a three-dimensional discinct element model - Part :. Int J Rock Mech Min Sci 25:117-25.
    • (1998) Int J Rock Mech Min Sci , vol.25 , pp. 117-125
    • Hart, R.1    Cundall, P.A.2    Lemos, J.3
  • 6
    • 51249163340 scopus 로고
    • Simple lattice model for numerical simulation of fracture of concrete material sand structures [J]
    • Schlangen E, Mier JG. 1992. Simple lattice model for numerical simulation of fracture of concrete material sand structures [J]. Material Struct, 25:534-542.
    • (1992) Material Struct , vol.25 , pp. 534-542
    • Schlangen, E.1    Mier, J.G.2
  • 7
    • 0034353205 scopus 로고    scopus 로고
    • Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part : Effect of heterogeneity
    • Tang CA, Liu H, Lee P.K.K, Tsui Y, Tham L.G. 2000. Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part : effect of heterogeneity. Int J Rock Mech Min Sci 37:555-569.
    • (2000) Int J Rock Mech Min Sci , vol.37 , pp. 555-569
    • Tang, C.A.1    Liu, H.2    Lee, P.K.K.3    Tsui, Y.4    Tham, L.G.5
  • 9
    • 0014838857 scopus 로고
    • A study of brittle rock failure in laboratory compression experiments
    • Wawersik WR, Fairhurst C. 1970. A study of brittle rock failure in laboratory compression experiments. Int J Rock Mech Min Sci 7:561-75.
    • (1970) Int J Rock Mech Min Sci , vol.7 , pp. 561-575
    • Wawersik, W.R.1    Fairhurst, C.2
  • 10
    • 0032007056 scopus 로고    scopus 로고
    • Numerical simulation of cumulative damage and seismic energy release during brittle rock failure - Part : Fundamentals
    • Tang CA, Kaiser PK. 1998. Numerical simulation of cumulative damage and seismic energy release during brittle rock failure - Part : fundamentals. Int J Rock Mech Min Sci 35(2):113-121.
    • (1998) Int J Rock Mech Min Sci , vol.35 , Issue.2 , pp. 113-121
    • Tang, C.A.1    Kaiser, P.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.