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Volumn 3, Issue 3, 2000, Pages 90-97

Stability analysis of jointed/weathered rock slopes using the hoek-brown failure criterion

Author keywords

Jointed rock; Limit analysis; Rock slope; Stability; Stability number; Strength reduction; Weathered rock

Indexed keywords


EID: 20444380078     PISSN: 12269328     EISSN: 21663394     Source Type: Journal    
DOI: 10.1080/12269328.2000.10541157     Document Type: Article
Times cited : (7)

References (26)
  • 1
    • 0017427526 scopus 로고
    • Rock mass classifications in rock engineering
    • Bieniawski Z.T., (ed), Rotterdam, Holland: A.A. Balkema
    • Bieniawski, Z. T., 1976. “ Rock mass classifications in rock engineering. ”. In Proceedings of the Symposium on Exploration for Rock Engineering Edited by:Bieniawski, Z. T., Vol. 1, 97–106. Rotterdam, Holland:A.A. Balkema.
    • (1976) Proceedings of the Symposium on Exploration for Rock Engineering , vol.1 , pp. 97-106
    • Bieniawski, Z.T.1
  • 2
    • 84993995958 scopus 로고
    • The use of the slip circle in the stability analysis of slopes
    • Bishop, A. W., 1955. The use of the slip circle in the stability analysis of slopes. Géotechnique, 5:7–17.
    • (1955) Géotechnique , vol.5 , pp. 7-17
    • Bishop, A.W.1
  • 4
    • 0033378483 scopus 로고    scopus 로고
    • Slope stability analysis with FLAC
    • Detournay C., Hart R., (eds), Minneapolis: September 1999, Balkema
    • Dawson, E. M., and Roth, W. H., 1999. “ Slope stability analysis with FLAC ”. In Proceedings, FLAC and Numerical Modeling in Geomechanics Edited by:Detournay, C., and Hart, R., 3–9. Minneapolis September 1999, Balkema
    • (1999) Proceedings, FLAC and Numerical Modeling in Geomechanics , pp. 3-9
    • Dawson, E.M.1    Roth, W.H.2
  • 5
    • 0033384489 scopus 로고    scopus 로고
    • Slope stability Analysis by strength reduction
    • Dawson, E. M., Roth, W. H., and Drescher, A., 1999. Slope stability Analysis by strength reduction. Géotechnique, 49 (No. 6):835–840.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 835-840
    • Dawson, E.M.1    Roth, W.H.2    Drescher, A.3
  • 8
    • 0001690750 scopus 로고    scopus 로고
    • State of the art: Limit equilibrium and finite-element analysis of slopes
    • Duncan, J. M., 1996. State of the art:limit equilibrium and finite-element analysis of slopes. J. Geotech. Engng. Div. Am. Soc. Civ. Engrs., 122 (No. 7):577–596.
    • (1996) J. Geotech. Engng. Div. Am. Soc. Civ. Engrs. , vol.122 , Issue.7 , pp. 577-596
    • Duncan, J.M.1
  • 9
    • 0021054061 scopus 로고
    • Strength of jointed rock masses, 1983 Rankine Lecture
    • Hoek, E., 1983. Strength of jointed rock masses, 1983 Rankine Lecture. Géotechnique, 33 (No. 4):187–223.
    • (1983) Géotechnique , vol.33 , Issue.4 , pp. 187-223
    • Hoek, E.1
  • 10
    • 0002947794 scopus 로고
    • The Hoek-Brown failure criterion—a 1988 update
    • Curran J.C., (ed), pp. Dept. of Civil Engineering, University of Toronto
    • Hoek, E., and Brown, E. T., 1988. “ The Hoek-Brown failure criterion—a 1988 update. ”. In In Rock Engineering for Underground Excavtions, Proc. 15 Canadian Rock Mech Symp Edited by:Curran, J. C., 18–31. pp. Dept. of Civil Engineering, University of Toronto
    • (1988) In Rock Engineering for Underground Excavtions, Proc. 15 Canadian Rock Mech Symp , pp. 18-31
    • Hoek, E.1    Brown, E.T.2
  • 11
    • 0002827010 scopus 로고
    • Strength of rock and rock masses
    • Hoek, E., 1994. Strength of rock and rock masses. ISRM New Journal, 2 (No. 2):4–16.
    • (1994) ISRM New Journal , vol.2 , Issue.2 , pp. 4-16
    • Hoek, E.1
  • 12
    • 0031432421 scopus 로고    scopus 로고
    • Practical estimates of rock mass strength
    • Hoek, E., and Brown, E. T., 1997. Practical estimates of rock mass strength. Int. J. Rock Mech. Min Sci, 34 (No. 8):1165–1186.
    • (1997) Int. J. Rock Mech. Min Sci , vol.34 , Issue.8 , pp. 1165-1186
    • Hoek, E.1    Brown, E.T.2
  • 14
    • 85024507035 scopus 로고
    • A study on application of finite element method to stability and settlement analysis in geotechnical engineering
    • No. 1 (in Japanese)
    • Kobayashi, M., 1990. A study on application of finite element method to stability and settlement analysis in geotechnical engineering. Technical Note of PHRIMT, Japan, No. 1 (in Japanese)
    • (1990) Technical Note of PHRIMT, Japan
    • Kobayashi, M.1
  • 15
    • 0008804931 scopus 로고    scopus 로고
    • Cambridge Massachusetts: MathSoft, Inc
    • MathSoft. 1998. Mathcad 8 User's Guide. Cambridge Massachusetts:MathSoft, Inc.
    • (1998) Mathcad 8 User's Guide.
    • MathSoft1
  • 16
    • 0026836190 scopus 로고
    • Finite element slope stability analysis by shear strength reduction technique
    • Matsui, T., and San, K. C., 1992. Finite element slope stability analysis by shear strength reduction technique. Soils and Found., 32 (No. 1):59–70.
    • (1992) Soils and Found. , vol.32 , Issue.1 , pp. 59-70
    • Matsui, T.1    San, K.C.2
  • 17
    • 0343570939 scopus 로고
    • Stability of slopes: Limit analysis approach
    • Michalowski, R. L., 1995a. Stability of slopes:limit analysis approach. Rev. Eng. Geol., 10:51–62.
    • (1995) Rev. Eng. Geol. , vol.10 , pp. 51-62
    • Michalowski, R.L.1
  • 18
    • 0029416497 scopus 로고
    • Slope stability analysis: A kinematical approach
    • Michalowski, R. L., 1995b. Slope stability analysis:a kinematical approach. Géotechnique, 45 (No. 2):283–293.
    • (1995) Géotechnique , vol.45 , Issue.2 , pp. 283-293
    • Michalowski, R.L.1
  • 21
    • 0028445539 scopus 로고
    • Geosynthetic reinforced slopes: Limit equilibrium and finite element analyses
    • San, K. C., Leshchinsky, D., and Matsui, T., 1994. Geosynthetic reinforced slopes:limit equilibrium and finite element analyses. Soils and Found., 34 (No. 2):79–85.
    • (1994) Soils and Found. , vol.34 , Issue.2 , pp. 79-85
    • San, K.C.1    Leshchinsky, D.2    Matsui, T.3
  • 22
    • 0003665715 scopus 로고    scopus 로고
    • Analysis of Large-Scale Rock Slopes
    • University of Technology
    • Sjöberg, J., 1999a. “ Analysis of Large-Scale Rock Slopes. ”. In Doctoral thesis, 1999:01, Luleå University of Technology.
    • (1999) Doctoral thesis, 1999: 01, Luleå
    • Sjöberg, J.1
  • 23
    • 0033367357 scopus 로고    scopus 로고
    • Analysis of the Aznalcollar pit slope failures—A Case Study
    • Detournay C., Hart R., (eds), Balkema
    • Sjöberg, J., 1999b. “ Analysis of the Aznalcollar pit slope failures—A Case Study ”. In Proceedings, FLAC and Numerical Modeling in Geomechanics, Minneapolis, September 1999 Edited by:Detournay, C., and Hart, R., 63–70. Balkema
    • (1999) Proceedings, FLAC and Numerical Modeling in Geomechanics , pp. 63-70
    • Sjöberg, J.1
  • 24
    • 0001684369 scopus 로고
    • A method of calculation of total factor of safety of slopes by elasto-plastic FEM
    • (in Japanese)
    • Ugai, K., 1989. A method of calculation of total factor of safety of slopes by elasto-plastic FEM. Soils and Foundations, 29 (No. 2):190–195. (in Japanese)
    • (1989) Soils and Foundations , vol.29 , Issue.2 , pp. 190-195
    • Ugai, K.1
  • 25
    • 0029482321 scopus 로고
    • Three-dimensional limit equilibrium and finite element analyses: A comparison of results
    • Ugai, K., and Leshchinsky, D., 1995. Three-dimensional limit equilibrium and finite element analyses:a comparison of results. Soils and Foundations, 35 (No. 4):1–7.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 1-7
    • Ugai, K.1    Leshchinsky, D.2
  • 26
    • 0016648696 scopus 로고
    • Associated and non-associated visco-plasticity and plasticity in soil mechanics
    • Zienkiewicz, O. C., Humpheson, C., and Lewis, R. W., 1975. Associated and non-associated visco-plasticity and plasticity in soil mechanics. Géotechnique, 25 (No. 4):671–689.
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 671-689
    • Zienkiewicz, O.C.1    Humpheson, C.2    Lewis, R.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.