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Volumn 40, Issue 1, 2003, Pages 41-53

A constitutive model for rock interfaces and joints

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; ELLIPSOMETRY; HARDENING; STIFFNESS; YIELD STRESS;

EID: 0037248986     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(02)00113-2     Document Type: Article
Times cited : (83)

References (16)
  • 2
    • 0025745539 scopus 로고
    • Plasticity-based constitutive model with associated testing for joints
    • Desai CS, Fishman KL. Plasticity-based constitutive model with associated testing for joints. Int J Rock Mech Min Sci Geomech Abstr 1991;28(1):15-26.
    • (1991) Int J Rock Mech Min Sci Geomech Abstr , vol.28 , Issue.1 , pp. 15-26
    • Desai, C.S.1    Fishman, K.L.2
  • 3
    • 0023981606 scopus 로고
    • Behavior of sand particles in sand-steel friction
    • Uesugi M, Kishida H, Tsubakihara Y. Behavior of sand particles in sand-steel friction. Soils Found 1988;28(1):107-18.
    • (1988) Soils Found , vol.28 , Issue.1 , pp. 107-118
    • Uesugi, M.1    Kishida, H.2    Tsubakihara, Y.3
  • 5
    • 0015198947 scopus 로고
    • Finite element analysis of retaining wall behaviour
    • ASCE
    • Clough GW, Duncan JM. Finite element analysis of retaining wall behaviour. J Soil Mech Found Eng 1971; 97(SM12):1657-74, ASCE.
    • (1971) J Soil Mech Found Eng , vol.97 , Issue.12 SM , pp. 1657-1674
    • Clough, G.W.1    Duncan, J.M.2
  • 6
    • 0027039004 scopus 로고
    • Modeling of joints and interfaces using the disturbed-state concept
    • Desai CS, Ma Y. Modeling of joints and interfaces using the disturbed-state concept. Int J Numer Anal Meth Geomech 1992;16:623-53.
    • (1992) Int J Numer Anal Meth Geomech , vol.16 , pp. 623-653
    • Desai, C.S.1    Ma, Y.2
  • 9
    • 0026792321 scopus 로고
    • Analysis and implementation of thin-layer element for interfaces and joints
    • Sharma KG, Desai CS. Analysis and implementation of thin-layer element for interfaces and joints. J Eng Mech 1992;118(12):2442-62.
    • (1992) J Eng Mech , vol.118 , Issue.12 , pp. 2442-2462
    • Sharma, K.G.1    Desai, C.S.2
  • 12
    • 0017219337 scopus 로고
    • A new parameter to measure degree of shear deformation of granular material in triaxial compression tests
    • Moroto N. A new parameter to measure degree of shear deformation of granular material in triaxial compression tests. Soils Found 1976;16(4):1-9.
    • (1976) Soils Found , vol.16 , Issue.4 , pp. 1-9
    • Moroto, N.1
  • 14
    • 0023523698 scopus 로고
    • Constitutive models for rock discontinuities with dilatancy and surface degradation
    • Plesha ME. Constitutive models for rock discontinuities with dilatancy and surface degradation. Int J Numer Anal Meth Geomech 1987;11:345-62.
    • (1987) Int J Numer Anal Meth Geomech , vol.11 , pp. 345-362
    • Plesha, M.E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.