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Volumn 1-2, Issue , 2006, Pages 19-28

Centrifuge modeling for rock slopes

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL METHOD; CENTRIFUGE MODELING; ROCK SLOPE; ROCK STRUCTURES; TECHNICAL PROBLEM;

EID: 84863230383     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (8)

References (20)
  • 1
    • 0343135177 scopus 로고
    • The stability of slopes and underground opening against flexural toppling and their stabilization
    • Aydan, O. & Kawamoto, T. 1992. The stability of slopes and underground opening against flexural toppling and their stabilization. Rock Mechanics and Rock Engineering. 25 (3): 143-165.
    • (1992) Rock Mechanics and Rock Engineering , vol.25 , Issue.3 , pp. 143-165
    • Aydan, O.1    Kawamoto, T.2
  • 3
    • 85052680289 scopus 로고
    • Keynote Lecture: Recent developments in slope stability analysis
    • September, Tokyo: 25-30
    • Chen, Z.Y. 1995. Keynote Lecture: Recent developments in slope stability analysis. 8th International Congress on Rock Mechanics. Vol. 3: 1041-1048, September, Tokyo: 25-30.
    • (1995) 8th International Congress on Rock Mechanics , vol.3 , pp. 1041-1048
    • Chen, Z.Y.1
  • 4
    • 10344266617 scopus 로고    scopus 로고
    • Extensions of the Goodman-Bray method for slope toppling analysis
    • in Chinese
    • Chen, Z.Y., Zhang, J.H. & Wang, X.G. 1996. Extensions of the Goodman-Bray method for slope toppling analysis. Chinese Journal of Geotechnical Engineering 18 (6): 92-95 (in Chinese).
    • (1996) Chinese Journal of Geotechnical Engineering , vol.18 , Issue.6 , pp. 92-95
    • Chen, Z.Y.1    Zhang, J.H.2    Wang, X.G.3
  • 5
    • 1842635247 scopus 로고    scopus 로고
    • Ageneralized solution for tetrahedral rock wedge stability analysis
    • Chen, Zuyu. 2004.Ageneralized solution for tetrahedral rock wedge stability analysis. International Journal of Rock Mechanics & Mining Sciences 41: 613-628.
    • (2004) International Journal of Rock Mechanics & Mining Sciences , vol.41 , pp. 613-628
    • Chen, Z.1
  • 8
    • 0004159503 scopus 로고
    • Revised 2nd ed. Edited by Institute of Mining and Metallurgy, London
    • Hoek, E.&Bray, J.W. 1977. Rock Slope Engineering.Revised 2nd ed. Edited by Institute of Mining and Metallurgy, London.
    • (1977) Rock Slope Engineering
    • Hoek, E.1    Bray, J.W.2
  • 10
    • 0014520120 scopus 로고
    • Strength of discontinuous rocks in shear
    • Lajtai, E.Z. 1969. Strength of discontinuous rocks in shear. Geotechnique 19 (2): 218-233.
    • (1969) Geotechnique , vol.19 , Issue.2 , pp. 218-233
    • Lajtai, E.Z.1
  • 13
    • 0020942467 scopus 로고    scopus 로고
    • A model for analysis of discontinuity characteristics in two dimensions
    • Melbourne, Australia
    • Priest, S.D. & Samaniego, J.A. A model for analysis of discontinuity characteristics in two dimensions. Proceedings of the 5th ISRM Congress 1983,Melbourne, Australia, pp 199-207.
    • Proceedings of the 5th ISRM Congress 1983 , pp. 199-207
    • Priest, S.D.1    Samaniego, J.A.2
  • 14
    • 0026359557 scopus 로고
    • The Heather Hill landslide, an example of a large scale toppling failure in a natural slope
    • Pritchard, M.A. & Savigny, K.W. 1991. The Heather Hill landslide, an example of a large scale toppling failure in a natural slope. Canadian Geotechnical Journal 28: 410-422.
    • (1991) Canadian Geotechnical Journal , vol.28 , pp. 410-422
    • Pritchard, M.A.1    Savigny, K.W.2
  • 15
    • 0018681951 scopus 로고
    • Stability analysis of embankments and slopes
    • Sarma, K.S. 1979. Stability analysis of embankments and slopes. Journal of Geotechnical Engineering, ASCE 105 (GT. 12): 1511-1524.
    • (1979) Journal of Geotechnical Engineering, ASCE , vol.105 , Issue.GT. 12 , pp. 1511-1524
    • Sarma, K.S.1
  • 16
    • 0346465362 scopus 로고
    • Studies on the stability of model rock slopes
    • Singapore, August
    • Stewart D.P., Adhikary, D.P. & Jewell, R.J. 1994. Studies on the stability of model rock slopes. Centrifuge 94, Singapore, August: 629-634.
    • (1994) Centrifuge , vol.94 , pp. 629-634
    • Stewart, D.P.1    Adhikary, D.P.2    Jewell, R.J.3
  • 17
    • 15944379061 scopus 로고
    • Determining the rock joint persistency and shear strength of rock masses
    • in Chinese
    • Wang, X.G., Chen, Z.Y. & Liu, W.S. 1992. Determining the rock joint persistency and shear strength of rock masses. Chinese Journal of Rock Mechanics and Engineering 11 (4): 345-365 (in Chinese).
    • (1992) Chinese Journal of Rock Mechanics and Engineering , vol.11 , Issue.4 , pp. 345-365
    • Wang, X.G.1    Chen, Z.Y.2    Liu, W.S.3
  • 18
    • 0019080534 scopus 로고
    • Toppling rock slope failures: Examples of analysis and stabilization
    • Wyllie, D.C. 1980. Toppling rock slope failures: examples of analysis and stabilization. Rock Mechanics 13: 89-98.
    • (1980) Rock Mechanics , vol.13 , pp. 89-98
    • Wyllie, D.C.1
  • 19
    • 0020971691 scopus 로고
    • Design charts for rock slopes susceptible to toppling
    • Zanbak, C. 1983. Design Charts for Rock Slopes Susceptible to Toppling. Journal of Geotechnical Engineering, ASCE 109 (8): 1039-1062.
    • (1983) Journal of Geotechnical Engineering, ASCE , vol.109 , Issue.8 , pp. 1039-1062
    • Zanbak, C.1
  • 20
    • 34547875377 scopus 로고    scopus 로고
    • Stability of a toppling slope
    • Edited by Kimura, Kusakabe&Takemura, 1998 Balkema, Rotterdam.
    • Zhang, J.H., Chen, Z.Y.,Wang, X.G. & Han, L.B. 1998. Stability of a toppling slope. Centrifuge 98. Edited by Kimura, Kusakabe&Takemura, 1998 Balkema, Rotterdam.Vol. 1: 621-626.
    • (1998) Centrifuge 98 , vol.1 , pp. 621-626
    • Zhang, J.H.1    Chen, Z.Y.2    Wang, X.G.3    Han, L.B.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.