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Volumn , Issue , 1996, Pages 1769-1775

Comparison of an analytical and a numerical approach to probabilistic keyblock analysis

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; INTELLIGENT SYSTEMS; MONTE CARLO METHODS; RISK ASSESSMENT; ROCK MECHANICS; ROCKS;

EID: 85054599226     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (9)

References (16)
  • 1
    • 0016313398 scopus 로고
    • Engineering classification of rock masses for the design of tunnel support
    • Barton, N., R. Lien, J. Lunde (1974), "Engineering Classification of Rock Masses for the Design of Tunnel Support, " Rock Mechanics, 6: 189-236.
    • (1974) Rock Mechanics , vol.6 , pp. 189-236
    • Barton, N.1    Lien, R.2    Lunde, J.3
  • 7
    • 3643078574 scopus 로고
    • Probabilistic analysis of keyblock failures
    • Rossmanith, ed., Rotterdam: A. A. Balkema
    • Hoerger, Steven R., Dae S. Young, (1990), "Probabilistic Analysis of Keyblock Failures, " Mechanics of Jointed and Faulted Rock, Rossmanith, ed., Rotterdam: A. A. Balkema, pp. 503-508.
    • (1990) Mechanics of Jointed and Faulted Rock , pp. 503-508
    • Hoerger Steven, R.1    Young, D.S.2
  • 9
    • 13044303821 scopus 로고
    • Application of the unit-cell method to determine the optimum tunnel orientation
    • P.P. Nelson and S.E. Laubach, ed., Rotterdam: A. A. Balkema
    • Kuszmaul, J. S., (1994), "Application of the Unit-Cell Method to Determine the Optimum Tunnel Orientation, " in Rock Mechanics: Models and Measurements Challenges from Industry, P.P. Nelson and S.E. Laubach, ed., Rotterdam: A. A. Balkema pp. 515-522.
    • (1994) Rock Mechanics: Models and Measurements Challenges from Industry , pp. 515-522
    • Kuszmaul, J.S.1
  • 10
    • 84921207317 scopus 로고
    • An analytical model for estimating keyblock sizes in excavations in jointed rock masses
    • L. Grace, ed Berkeley: Lawrence Berkeley Laboratory
    • Kuszmaul, J. S. andR. E. Goodman, (1992), "An Analytical Model for Estimating Keyblock Sizes in Excavations in Jointed Rock Masses, " in Proceedings of the Fractured and Jointed Rock Masses Conference, L. Grace, ed., vol. 1. Berkeley: Lawrence Berkeley Laboratory, pp. 26-33.
    • (1992) Proceedings of the Fractured and Jointed Rock Masses Conference , vol.1 , pp. 26-33
    • Kuszmaul, J.S.1    Goodman, R.E.2
  • 15
    • 84927525498 scopus 로고
    • Rockbolt support design using a probabilistic method of key block analysis
    • Proceedings of the 32nd U. S. Symposium, Rotterdam: A. A. Balkema
    • Tyler, D. B., R. Trueman, R. J. Pine, (1991), "Rockbolt Support Design Using a Probabilistic Method of Key Block Analysis, " Rock Mechanics as a Multidisciplinary Science, Proceedings of the 32nd U. S. Symposium, Rotterdam: A. A. Balkema.
    • (1991) Rock Mechanics As A Multidisciplinary Science
    • Tyler, D.B.1    Trueman, R.2    Pine, R.J.3
  • 16
    • 0019621151 scopus 로고
    • Vector stability analysis of an arbitrary polyhedral rock block with any number of free faces
    • Warburton, P. M. (1981), "Vector Stability Analysis of an Arbitrary Polyhedral Rock Block with any Number of Free Faces, " International Journal of Rock Mechanics, vol. 18, pp. 415-427.
    • (1981) International Journal of Rock Mechanics , vol.18 , pp. 415-427
    • Warburton, P.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.