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Volumn 48, Issue 7, 2011, Pages 1095-1112

Numerical modelling of two stoping methods in two Indian mines using degradation of c and mobilization of φ based on Q-parameters

Author keywords

Cohesion component; Depth dependence; Displacements; Frictional component; Modulus; Q

Indexed keywords

FRICTION; NUMERICAL METHODS; STRAIN;

EID: 80053133257     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2011.07.002     Document Type: Article
Times cited : (49)

References (15)
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    • Potvin Y., Milne D. Empirical cable bolt support design. Rock Support 1992, 269-275. Balkema, Rotterdam. P.K. Kaiser, D.R. McCreath (Eds.).
    • (1992) Rock Support , pp. 269-275
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    • ITASCA. Flac 3d manual. Minneapolis: Itasca Consulting; 2006.
    • ITASCA. Flac 3d manual. Minneapolis: Itasca Consulting; 2006.
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    • Rock stability considerations for siting and constructing a KBS-3 repository, based on experience from Äspö HRL, AECL's HRL, tunnelling and mining. Stockhom: SKB (Swedish Nuclear Fuel Co); Rep TR-01-38.
    • Martin DC, Christiansson R, Soderhall J. Rock stability considerations for siting and constructing a KBS-3 repository, based on experience from Äspö HRL, AECL's HRL, tunnelling and mining. Stockhom: SKB (Swedish Nuclear Fuel Co); 2001, Rep TR-01-38.
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  • 9
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  • 10
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    • Barton N., Grimstad E. The Q-system following twenty years of application in NMT support selection. Felsbau 1994, 6:428-436.
    • (1994) Felsbau , vol.6 , pp. 428-436
    • Barton, N.1    Grimstad, E.2
  • 11
    • 85088208530 scopus 로고    scopus 로고
    • Practical estimates of rock mass strength
    • Hoek E., Brown E.T. Practical estimates of rock mass strength. Int J Rock Mech Min Sci 1997, 34(8):1165-1186.
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  • 12
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    • Numerical modelling of observed fallouts in hard rock masses using an instantaneous cohesion-softening friction-hardening model
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    • (2009) Tunnell Undergr Space Tech , vol.24 , Issue.4 , pp. 398-409
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  • 13
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  • 14
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.