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Volumn 1, Issue 1, 2001, Pages 109-127

Analysis of a powerhouse cavern in the Himalaya

Author keywords

Damage model; Finite element analysis; Rock mass; Underground opening

Indexed keywords

CAVES; EXCAVATION; POWER PLANTS; ROCK MECHANICS; ROCKS;

EID: 0005625222     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2001)1:1(109)     Document Type: Article
Times cited : (17)

References (20)
  • 3
    • 84893781071 scopus 로고    scopus 로고
    • Constitutive modeling of Jointed rock masses based on equivalent joint compliance model
    • J.X. Yuan, Ed., Wuhan, China
    • Nagai,T., Sun, J.S., and Sakurai, S., Constitutive modeling of Jointed rock masses based on equivalent joint compliance model, Proc. 9th Int. Conf. Comput. Meth. Adv. Geomech., J.X. Yuan, Ed., Wuhan, China, 1997.
    • (1997) Proc. 9th Int. Conf. Comput. Meth. Adv. Geomech.
    • Nagai, T.1    Sun, J.S.2    Sakurai, S.3
  • 4
    • 0027335468 scopus 로고
    • Finite element analysis of Cosserat theory for layered rock masses
    • Dai, C., Muhlhaus, H., Duncan Fama, M., and Meek, J., Finite element analysis of Cosserat theory for layered rock masses, Comp. Geotech., 15, 145-162, 1993.
    • (1993) Comp. Geotech. , vol.15 , pp. 145-162
    • Dai, C.1    Muhlhaus, H.2    Duncan Fama, M.3    Meek, J.4
  • 5
    • 84893812989 scopus 로고    scopus 로고
    • Post-failure behavior and a Brittle-plastic model of Brittle rock
    • J.X. Yuan, Ed., Wuhan, China
    • Xiurun, G., Post-failure behavior and a Brittle-plastic model of Brittle rock, Proc. 9th Int. Conf. Comput. Meth. Adv. Geomech., J.X. Yuan, Ed., Wuhan, China, 1997.
    • (1997) Proc. 9th Int. Conf. Comput. Meth. Adv. Geomech.
    • Xiurun, G.1
  • 6
    • 0032453943 scopus 로고    scopus 로고
    • Damage model for jointed rock mass and its application to tunnelling
    • Swoboda, G., Shen, X.P., and Rosas, L., Damage model for jointed rock mass and its application to tunnelling, Comp. & Geotech., 22(3/4), 183-203, 1998.
    • (1998) Comp. & Geotech. , vol.22 , Issue.3-4 , pp. 183-203
    • Swoboda, G.1    Shen, X.P.2    Rosas, L.3
  • 7
    • 0029416056 scopus 로고
    • Engineering characterization of low strength anisotropic rocks in the Himalayan region for assessment of tunnel support
    • Bhasin, R., Barton, N., Grimstad, E., and Chryssanthakis, P., Engineering characterization of low strength anisotropic rocks in the Himalayan region for assessment of tunnel support, Eng. Geology, 40, 169-193, 1995.
    • (1995) Eng. Geology , vol.40 , pp. 169-193
    • Bhasin, R.1    Barton, N.2    Grimstad, E.3    Chryssanthakis, P.4
  • 8
    • 0345111615 scopus 로고
    • Hierarchical single surface and disturbed state constitutive models with emphasis on geotechnical application Chap. 5 in
    • KR. Saxena, Ed., Oxford & IBH Pub. Co., New Delhi, India
    • Desai, C.S., Hierarchical single surface and disturbed state constitutive models with emphasis on geotechnical application, Chap. 5 in Geotechnical Engineering, K.R. Saxena, Ed., Oxford & IBH Pub. Co., New Delhi, India, 1994.
    • (1994) Geotechnical Engineering
    • Desai, C.S.1
  • 9
    • 0003334271 scopus 로고
    • Constitutive modeling using the disturbed state as microstructure self-adjustment concept, Chap. 8 in
    • H.B. Muhlhaus, Ed., John Wiley, U.K.
    • Desai, C.S., Constitutive modeling using the disturbed state as microstructure self-adjustment concept, Chap. 8 in Continuum Models for Materials with Microstructure, H.B. Muhlhaus, Ed., John Wiley, U.K., 1995.
    • (1995) Continuum Models for Materials with Microstructure
    • Desai, C.S.1
  • 13
    • 0027836363 scopus 로고
    • Strength and modulus responses of anisotropic rocks
    • Pergamon Press, Oxford, U.K. Chap. 13 in
    • Ramamurthy, T., Strength and modulus responses of anisotropic rocks, Chap. 13 in Comprehensive Rock Engineering, Vol. I, Pergamon Press, Oxford, U.K., 1993.
    • (1993) Comprehensive Rock Engineering , vol.1
    • Ramamurthy, T.1
  • 16
    • 84893797656 scopus 로고    scopus 로고
    • Improved finite element simulation of excavation in elastic and elasto-plastic geologic media
    • personal communicated
    • Sharma, K.G., Varadarajan, A., and Desai, C.S., Improved finite element simulation of excavation in elastic and elasto-plastic geologic media, J. of Rock Mech. and Tunnelling Technology, (personal communicated).
    • J. of Rock Mech. and Tunnelling Technology
    • Sharma, K.G.1    Varadarajan, A.2    Desai, C.S.3
  • 17
    • 0026358810 scopus 로고
    • Implementation of hierarchical single surface do and d1 models in finite element procedure
    • Desai, C.S., Sharma, K.G., Wathugala, G.W., and Rigby, D.B., Implementation of hierarchical single surface do and d1 models in finite element procedure, Int. J. Numer. Anal. Meth. Geomech., 15(9), 649-680, 1991.
    • (1991) Int. J. Numer. Anal. Meth. Geomech. , vol.15 , Issue.9 , pp. 649-680
    • Desai, C.S.1    Sharma, K.G.2    Wathugala, G.W.3    Rigby, D.B.4
  • 18
    • 0022024850 scopus 로고
    • Acritical assessment of methods for correcting for drift from yield surface in elastoplastic finite element analysis
    • Potts,D.M. and Gens, A.,Acritical assessment of methods for correcting for drift from yield surface in elastoplastic finite element analysis, Int. J. Numer. Anal. Meth. Geomech., 9(2), 149-159, 1985.
    • (1985) Int. J. Numer. Anal. Meth. Geomech. , vol.9 , Issue.2 , pp. 149-159
    • Potts, D.M.1    Gens, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.