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Volumn 41, Issue SUPPL. 1, 2004, Pages 629-639

Elasto-plastic solution of tunnel problems using the generalized form of the Hoek-Brown failure criterion

Author keywords

Elasticity; Hoek Brown criterion; Plasticity; Rock strength; Tunnel solution

Indexed keywords

ELASTOPLASTICITY; EXCAVATION; EXTRAPOLATION; FAILURE (MECHANICAL); ROCKS; SHEAR STRENGTH; TUNNELS;

EID: 3042821738     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2004.03.111     Document Type: Article
Times cited : (222)

References (17)
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  • 3
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    • Cundall, P., Carranza-Torres, C. & Hart, R. 2003. A new constitutive model based on the hoek-brown failure criterion. In Itasca Consulting Group Inc. (Ed.), Proceedings of the Third International FLAC Symposium. "FLAC and Numerical Modeling in Geomechanics", Sudbury, Canada. October 21 to 24, 2003. Balkema.
    • (2003) Proceedings of the Third International FLAC Symposium
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  • 6
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    • (2002) Proceedings of NARMS-TAC 2002, Mining Innovation and Technology , pp. 267-273
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    • Hoek, E., Marinos, P. & Benissi, M. 1998. Applicability of the Geological Strength Index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation. Bull. Eng. Geol. Env. 57(2), 151-160.
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    • Londe, P.1
  • 15
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    • Elastic-brittle-plastic analysis of circular openings in Hoek-Brown media
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    • Sofianos, A. I. 2003. Tunnelling Mohr-Coulomb strength paramters for rock masses satisfying the generalized Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences 40(3), 435-440.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.