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Volumn 40, Issue 2, 2003, Pages 265-275

Validation of block theory and three-dimensional discontinuous deformation analysis as wedge stability analysis methods

Author keywords

[No Author keywords available]

Indexed keywords

CONTINUUM DAMAGE MECHANICS; ROCK BLOCK; ROCK MECHANICS;

EID: 0037325599     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(02)00137-5     Document Type: Article
Times cited : (72)

References (22)
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    • John, K.W.1
  • 4
    • 0004159503 scopus 로고
    • 3rd ed. London, England: Institute of Min and Metallurgy
    • Hoek ET, Bray JW. Rock slope engineering, 3rd ed. London, England: Institute of Min and Metallurgy, 1981.
    • (1981) Rock Slope Engineering
    • Hoek, E.T.1    Bray, J.W.2
  • 5
    • 0019621151 scopus 로고
    • Vector stability analysis of an arbitrary polyhedral rock block with any number of free faces
    • Warburton PM.Vector stability analysis of an arbitrary polyhedral rock block with any number of free faces. Int J Rock Mech Min Sci Geomech Abstr, 1981;18(5):415-27.
    • (1981) Int J Rock Mech Min Sci Geomech Abstr , vol.18 , Issue.5 , pp. 415-427
    • Warburton, P.M.1
  • 8
    • 0019603213 scopus 로고
    • Approach to complete limit equilibrium analysis for rock wedges-The method of "artificial supports"
    • Chan HC, Einstein HH. Approach to complete limit equilibrium analysis for rock wedges - the method of "artificial supports". Rock Mech, 1981;14(2):59-86.
    • (1981) Rock Mech , vol.14 , Issue.2 , pp. 59-86
    • Chan, H.C.1    Einstein, H.H.2
  • 10
    • 0032188332 scopus 로고    scopus 로고
    • Generalization of Mauldon's and Goodman's analysis of keyblock rotations
    • Tonon F. Generalization of Mauldon's and Goodman's analysis of keyblock rotations. J Geotech Geoenviron Eng (ASCE). 1998;24(10):913-22.
    • (1998) J Geotech Geoenviron Eng (ASCE) , vol.124 , Issue.10 , pp. 913-922
    • Tonon, F.1
  • 11
    • 0022793932 scopus 로고
    • On the modes of instability of a rigid block on an inclined plane
    • Sagaseta C. On the modes of instability of a rigid block on an inclined plane. Rock Mech Rock Eng 1986;19:261-6.
    • (1986) Rock Mech Rock Eng , vol.19 , pp. 261-266
    • Sagaseta, C.1
  • 13
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    • The effective failure modes and stability of slopes in rock mass with two discontinuity sets
    • Aydan Ö, Shimizu Y, Ichikawa Y. The effective failure modes and stability of slopes in rock mass with two discontinuity sets. Rock Mech Rock Eng, 1989;22:163-88.
    • (1989) Rock Mech Rock Eng , vol.22 , pp. 163-188
    • Aydan, Ö.1    Shimizu, Y.2    Ichikawa, Y.3
  • 14
    • 0029376291 scopus 로고
    • Block theory and its application
    • Goodman RE. Block theory and its application. Geotechnique, 1995;45(3):383-423.
    • (1995) Geotechnique , vol.45 , Issue.3 , pp. 383-423
    • Goodman, R.E.1
  • 17
    • 0342680048 scopus 로고    scopus 로고
    • Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis
    • Kim YI, Amadei B, Pan E. Modeling the effect of water, excavation sequence and rock reinforcement with discontinuous deformation analysis. Int J Rock Mech Min Sci, 1999;36(7):949-70.
    • (1999) Int J Rock Mech Min Sci , vol.36 , Issue.7 , pp. 949-970
    • Kim, Y.I.1    Amadei, B.2    Pan, E.3
  • 18
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    • Three dimensional discontinuous deformation analyses
    • Washington, DC
    • Shi GH. Three dimensional discontinuous deformation analyses. Proceedings of the 38th US Rock Mechanics Symposium, Washington, DC, 2001. p. 1421-8.
    • (2001) Proceedings of the 38th US Rock Mechanics Symposium , pp. 1421-1428
    • Shi, G.H.1
  • 22
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    • Dynamic and static stability assessment of rock slopes against wedge failures
    • Kumsar H, Aydan Ö Ulusay, R. Dynamic and static stability assessment of rock slopes against wedge failures. Rock Mech Rock Eng, 2000;33(1):31-51.
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    • Kumsar, H.1    Aydan, Ö.2    Ulusay, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.