메뉴 건너뛰기




Volumn 20, Issue 4, 2005, Pages 311-322

Study of bifurcation in the problem of unloading a circular excavation in a strain-softening material

Author keywords

Bifurcation; Ground reaction curves for tunnels; Non homogeneous deformation modes; Strain softening behaviour

Indexed keywords

BIFURCATION (MATHEMATICS); FINITE ELEMENT METHOD; FREQUENCY DIVISION MULTIPLEXING; GEOTEXTILES; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; ROCK MECHANICS; TUNNELING (EXCAVATION);

EID: 18144364710     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2004.12.003     Document Type: Article
Times cited : (55)

References (22)
  • 2
    • 0001586745 scopus 로고
    • Progressive failure of rock masses by a self-similar anastomosing process of rupture at all scales and its scale effects on their shear strength
    • Lisbon
    • Archambault, G., Roleau, A., Daigneault, R., Flamand, R., 1993. Progressive failure of rock masses by a self-similar anastomosing process of rupture at all scales and its scale effects on their shear strength. Proceedings 2nd International Workshop on Scale Effects in Rock Masses, Lisbon, pp. 133-141
    • (1993) Proceedings 2nd International Workshop on Scale Effects in Rock Masses , pp. 133-141
    • Archambault, G.1    Roleau, A.2    Daigneault, R.3    Flamand, R.4
  • 4
    • 0038014905 scopus 로고    scopus 로고
    • Bifurcation and instability of non-associative elastoplastic solids
    • H. Petryk (ed), 2000 Springer Wien-New York
    • D. Bigoni Bifurcation and instability of non-associative elastoplastic solids In: H. Petryk (ed), Material Instabilities in Elastic and Plastic Solids 2000 Springer Wien-New York
    • (2000) Material Instabilities in Elastic and Plastic Solids
    • Bigoni, D.1
  • 6
    • 0033197677 scopus 로고    scopus 로고
    • The elastoplastic response of underground excavations in rock masses that obey the Hoek-Brown failure criterion
    • C. Carranza-Torres C. Fairhurst The elastoplastic response of underground excavations in rock masses that obey the Hoek-Brown failure criterion International Journal of Rock Mechanics and Mining Sciences 36 5 1997 777-809
    • (1997) International Journal of Rock Mechanics and Mining Sciences , vol.36 , Issue.5 , pp. 777-809
    • Carranza-Torres, C.1    Fairhurst, C.2
  • 7
    • 0242560103 scopus 로고    scopus 로고
    • Self-similarity analysis of the elastoplastic response of underground openings in rock and effects of practical variables
    • Ph.D. Thesis, University of Minnesota
    • Carranza-Torres, C., 1998. Self-similarity analysis of the elastoplastic response of underground openings in rock and effects of practical variables. Ph.D. Thesis, University of Minnesota
    • (1998)
    • Carranza-Torres, C.1
  • 8
    • 0024000012 scopus 로고
    • Design charts for a deep circular tunnel under non uniform loading
    • E. Detournay St. John Design charts for a deep circular tunnel under non uniform loading Rock Mechanics & Rock Engineering 21 1988 119-137
    • (1988) Rock Mechanics & Rock Engineering , vol.21 , pp. 119-137
    • Detournay, E.1    John, St.2
  • 9
    • 0034289576 scopus 로고    scopus 로고
    • Design and construction aspects of deep tunnel (with particular emphasis on strain softening rocks)
    • P. Egger Design and construction aspects of deep tunnel (with particular emphasis on strain softening rocks) Tunneling and Underground Space Technology 15 4 2000 403-409
    • (2000) Tunneling and Underground Space Technology , vol.15 , Issue.4 , pp. 403-409
    • Egger, P.1
  • 10
    • 18044374535 scopus 로고    scopus 로고
    • Shear band formation in rocks with a curved failure surface
    • special edition paper no. 95
    • M. Gutierrez Shear band formation in rocks with a curved failure surface International Journal of Rock Mechanics and Mining Sciences 35 4-5, special edition 2000 paper no. 95
    • (2000) International Journal of Rock Mechanics and Mining Sciences , vol.35 , Issue.4-5
    • Gutierrez, M.1
  • 12
    • 18144416921 scopus 로고    scopus 로고
    • Itasca. Itasca Consulting Group Inc., Minnesota
    • Itasca. 2001. User manual for FLAC, Version 4. Itasca Consulting Group Inc., Minnesota
    • (2001) User Manual for FLAC, Version 4
  • 16
    • 0004001909 scopus 로고
    • Le calcul des tunnels par la méthode des curves convergence-confinement. Presses de l'Ecole Nationale des Ponts et Chaussées
    • Paris
    • Panet, M., 1995. Le calcul des tunnels par la méthode des curves convergence-confinement. Presses de l'Ecole Nationale des Ponts et Chaussées. Paris
    • (1995)
    • Panet, M.1
  • 17
    • 0017023077 scopus 로고
    • Analyse de la stabilité d'un tunnel creusé dans un massif rocheux en tenant compte du comportement après la rupture
    • M. Panet Analyse de la stabilité d'un tunnel creusé dans un massif rocheux en tenant compte du comportement après la rupture Rock Mechanics 8 1976 209-223
    • (1976) Rock Mechanics , vol.8 , pp. 209-223
    • Panet, M.1
  • 18
    • 0343716753 scopus 로고
    • Étude experimentale de la bifurcation dans les roches. Revue Française Géotechnique
    • Santarelli, F.J., 1990. Étude experimentale de la bifurcation dans les roches. Revue Française Géotechnique 50, 61-70
    • (1990) , vol.50 , pp. 61-70
    • Santarelli, F.J.1
  • 21
    • 0021634377 scopus 로고
    • Non associated plasticity for soils, concrete and rock
    • P.A. Vermeer R. De Borst Non associated plasticity for soils, concrete and rock Heron 29 3 1984 3-64
    • (1984) Heron , vol.29 , Issue.3 , pp. 3-64
    • Vermeer, P.A.1    De Borst, R.2
  • 22


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.