메뉴 건너뛰기




Volumn 123, Issue 6, 1997, Pages 498-505

Reliability analysis of rock wedges

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; COMPUTER SOFTWARE; FAILURE (MECHANICAL); KINEMATICS; LANDSLIDES; MONTE CARLO METHODS; PROBABILITY; RELIABILITY; SAFETY FACTOR; SLOPE STABILITY; SPREADSHEETS;

EID: 0031171861     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:6(498)     Document Type: Article
Times cited : (95)

References (46)
  • 2
    • 0029208742 scopus 로고
    • Geotechnical system reliability of slopes
    • Northern Ireland
    • Chowdhury, R. N., and Xu, D. W. (1995). "Geotechnical system reliability of slopes." Reliability Engrg. and Sys. Safety, Northern Ireland, 47, 141-151.
    • (1995) Reliability Engrg. and Sys. Safety , vol.47 , pp. 141-151
    • Chowdhury, R.N.1    Xu, D.W.2
  • 3
    • 0028668678 scopus 로고
    • Reliability applied to slope stability analysis
    • ASCE
    • Christian, J. T., Ladd, C. C., and Baecher, G. B. (1994). "Reliability applied to slope stability analysis." J. Geotech. Engrg., ASCE 120(12), 2180-2207.
    • (1994) J. Geotech. Engrg. , vol.120 , Issue.12 , pp. 2180-2207
    • Christian, J.T.1    Ladd, C.C.2    Baecher, G.B.3
  • 4
    • 0001687221 scopus 로고
    • Bounds on the reliability of structural systems
    • ASCE
    • Cornell, C. A. (1967). "Bounds on the reliability of structural systems." J. Struct. Div., ASCE, 93(1), 171-200.
    • (1967) J. Struct. Div. , vol.93 , Issue.1 , pp. 171-200
    • Cornell, C.A.1
  • 8
    • 0020708687 scopus 로고
    • Probabilistic and statistical methods in engineering geology - Part 1: Exploration
    • Springer-Verlag New York, Inc., New York, N.Y.
    • Einstein, H. H., and Baecher, G. B. (1983). "Probabilistic and statistical methods in engineering geology - part 1: exploration." Rock Mech. and Rock Engrg., 16, Springer-Verlag New York, Inc., New York, N.Y., 39-72.
    • (1983) Rock Mech. and Rock Engrg. , vol.16 , pp. 39-72
    • Einstein, H.H.1    Baecher, G.B.2
  • 11
    • 0029376291 scopus 로고
    • Thirty-fifth Rankine lecture: 'Block theory and its application
    • London
    • Goodman, R. E. (1995). "Thirty-fifth Rankine lecture: 'Block theory and its application.'" Geotechnique, London, 45(3), 383-423.
    • (1995) Geotechnique , vol.45 , Issue.3 , pp. 383-423
    • Goodman, R.E.1
  • 12
    • 84889554789 scopus 로고
    • Methods of analysis for rock slopes and abutments: A review of recent developments
    • C. Fairhurst, ed., Am. Inst. of Min., Metallurgical and Petr. Engrs., New York, N.Y.
    • Goodman, R. E., and Taylor, R. L. (1967). "Methods of analysis for rock slopes and abutments: a review of recent developments." Failure and breakage of rocks, C. Fairhurst, ed., Am. Inst. of Min., Metallurgical and Petr. Engrs., New York, N.Y., 303-320.
    • (1967) Failure and Breakage of Rocks , pp. 303-320
    • Goodman, R.E.1    Taylor, R.L.2
  • 13
    • 0016026184 scopus 로고
    • Exact and invariant second-moment code format
    • ASCE
    • Hasofer, A. M., and Lind, N. C. (1974). "Exact and invariant second-moment code format." J. Engrg. Mech., ASCE, 100(1), 111-121.
    • (1974) J. Engrg. Mech. , vol.100 , Issue.1 , pp. 111-121
    • Hasofer, A.M.1    Lind, N.C.2
  • 14
    • 34248148766 scopus 로고
    • Analytical and graphical methods for the analysis of slopes in rock masses
    • U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss.
    • Hendron, A. J., Cording, E. J., and Aiyer, A. K. (1971). "Analytical and graphical methods for the analysis of slopes in rock masses." U.S. Army Engrg. Nuclear Cratering Group Tech. Rep. no. 36, U.S. Army Engineers Waterways Experiment Station, Vicksburg, Miss.
    • (1971) U.S. Army Engrg. Nuclear Cratering Group Tech. Rep. No. 36
    • Hendron, A.J.1    Cording, E.J.2    Aiyer, A.K.3
  • 17
    • 0006134461 scopus 로고
    • The stability of a rock slope containing a wedge resting on two intersecting discontinuities
    • Hoek, E., Bray, J. W., and Boyd, J. M. (1973). "The stability of a rock slope containing a wedge resting on two intersecting discontinuities." Quarterly J. Engrg. Geol., 6(1), 1-55.
    • (1973) Quarterly J. Engrg. Geol. , vol.6 , Issue.1 , pp. 1-55
    • Hoek, E.1    Bray, J.W.2    Boyd, J.M.3
  • 19
    • 20344367851 scopus 로고
    • Friction of rocks and the stability of rock slopes
    • London
    • Jaeger, J. C. (1971). "Friction of rocks and the stability of rock slopes." Geotechnique, London, 21(2), 97-134.
    • (1971) Geotechnique , vol.21 , Issue.2 , pp. 97-134
    • Jaeger, J.C.1
  • 20
    • 0013459108 scopus 로고
    • Graphical stability analysis of slopes in jointed rock
    • ASCE
    • John, K. W. (1968). "Graphical stability analysis of slopes in jointed rock." J. Soil Mech. and Found. Div., ASCE, 94(2), 497-526.
    • (1968) J. Soil Mech. and Found. Div. , vol.94 , Issue.2 , pp. 497-526
    • John, K.W.1
  • 22
    • 0029216753 scopus 로고
    • Probabilistic analysis of reinforced soil slopes
    • ASCE, New York, N.Y.
    • Kitch, W. A., Wright, S. G., and Gilbert, R. B. (1995). "Probabilistic analysis of reinforced soil slopes." Proc., 10th Conf. on Engrg. Mech., ASCE, New York, N.Y., 1, 325-328.
    • (1995) Proc., 10th Conf. on Engrg. Mech. , vol.1 , pp. 325-328
    • Kitch, W.A.1    Wright, S.G.2    Gilbert, R.B.3
  • 23
    • 0030126518 scopus 로고    scopus 로고
    • Discontinuity geometry characterization in a tunnel close to the proposed permanent shiplock area of the Three Gorges Dam site in China
    • Oxford, England
    • Kulatilake, P. H. S. W., Chen, J., Teng, J., Shufang, X., and Pan, G. (1996). "Discontinuity geometry characterization in a tunnel close to the proposed permanent shiplock area of the Three Gorges Dam site in China." Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., Oxford, England, 33(3), 255-277.
    • (1996) Int. J. Rock Mech. Min. Sci. and Geomech. Abstr. , vol.33 , Issue.3 , pp. 255-277
    • Kulatilake, P.H.S.W.1    Chen, J.2    Teng, J.3    Shufang, X.4    Pan, G.5
  • 24
    • 0342620628 scopus 로고
    • Effect of variability of joint orientation and strength on factor of safety of wedge stability
    • O. Stephansson, ed., Bjorkliden, Sweden
    • Kulatilake, P. H. S. W., Finley, R. E., and Ghosh, A. (1985). "Effect of variability of joint orientation and strength on factor of safety of wedge stability." Proc., Int. Symp. Fundamentals of Rock Joints, O. Stephansson, ed., Bjorkliden, Sweden, 25-33.
    • (1985) Proc., Int. Symp. Fundamentals of Rock Joints , pp. 25-33
    • Kulatilake, P.H.S.W.1    Finley, R.E.2    Ghosh, A.3
  • 25
    • 0023526191 scopus 로고
    • Probabilistic design of slopes
    • Li, K. S., and Lumb, P. (1987). "Probabilistic design of slopes." Can. Geotech. J., 24(4), 520-535.
    • (1987) Can. Geotech. J. , vol.24 , Issue.4 , pp. 520-535
    • Li, K.S.1    Lumb, P.2
  • 26
    • 0001466088 scopus 로고
    • The stability of rock slopes, a three-dimensional study
    • ASCE
    • Londe, P., Vigier, G., and Vormeringer, R. (1969). "The stability of rock slopes, a three-dimensional study." J. Soil Mech. and Found. Div., ASCE, 95(1), 235-262.
    • (1969) J. Soil Mech. and Found. Div. , vol.95 , Issue.1 , pp. 235-262
    • Londe, P.1    Vigier, G.2    Vormeringer, R.3
  • 29
    • 3743062504 scopus 로고
    • Simplified reliability analysis for wedge mechanisms in rock slopes
    • A. A. Balkema, Rotterdam, The Netherlands
    • Low, B. K., and Einstein, H. H. (1992). "Simplified reliability analysis for wedge mechanisms in rock slopes." Proc., 6th Int. Symp. on Landslides, A. A. Balkema, Rotterdam, The Netherlands, 499-507.
    • (1992) Proc., 6th Int. Symp. on Landslides , pp. 499-507
    • Low, B.K.1    Einstein, H.H.2
  • 30
    • 0000896636 scopus 로고    scopus 로고
    • Efficient reliability evaluation using spreadsheet
    • ASCE
    • Low, B. K., and Tang, W. H. (1997). "Efficient reliability evaluation using spreadsheet." J. Engrg. Mech., ASCE, 123(7).
    • (1997) J. Engrg. Mech. , vol.123 , Issue.7
    • Low, B.K.1    Tang, W.H.2
  • 31
    • 0023595624 scopus 로고
    • Use of stochastic stability analysis for Bayesian back calculation of pore pressures acting in a cut slope at failure
    • N. C. Lind, ed., Inst. for Risk Res., Univ. of Waterloo, Ontario, Canada
    • Luckman, P. G., Der-Kiureghian, A., and Sitar, N. (1987). "Use of stochastic stability analysis for Bayesian back calculation of pore pressures acting in a cut slope at failure." Proc., ICASP5, 5th Int. Conf. on Applications of Statistics and Probability in Soil and Struct. Engrg., N. C. Lind, ed., 2, Inst. for Risk Res., Univ. of Waterloo, Ontario, Canada, 922-929.
    • (1987) Proc., ICASP5, 5th Int. Conf. on Applications of Statistics and Probability in Soil and Struct. Engrg. , vol.2 , pp. 922-929
    • Luckman, P.G.1    Der-Kiureghian, A.2    Sitar, N.3
  • 34
    • 0002614198 scopus 로고
    • Probabilistic slope analysis - State of play
    • A. A. Balkema, Rotterdam, The Netherlands
    • Mostyn, G. R., and Li, K. S. (1993). "Probabilistic slope analysis - state of play." Proc., Conf. on Probabilistic Methods in Geotech. Engrg., A. A. Balkema, Rotterdam, The Netherlands, 89-109.
    • (1993) Proc., Conf. on Probabilistic Methods in Geotech. Engrg. , pp. 89-109
    • Mostyn, G.R.1    Li, K.S.2
  • 36
    • 0025475996 scopus 로고
    • System reliability of slope stability
    • ASCE
    • Oka, Y., and Wu, T. H. (1990). "System reliability of slope stability." J. Geotech. Engrg., ASCE, 116(8), 1185-1189.
    • (1990) J. Geotech. Engrg. , vol.116 , Issue.8 , pp. 1185-1189
    • Oka, Y.1    Wu, T.H.2
  • 38
    • 0001884564 scopus 로고
    • Delineation and analysis of clusters in orientation data
    • Shanley, R. J., and Mahtab, M. A. (1976). "Delineation and analysis of clusters in orientation data." Math. Geol., 8(1), 9-23.
    • (1976) Math. Geol. , vol.8 , Issue.1 , pp. 9-23
    • Shanley, R.J.1    Mahtab, M.A.2
  • 39
    • 0020717484 scopus 로고
    • Basic analysis of structural safety
    • ASCE
    • Shinozuka, M. (1983). "Basic analysis of structural safety." J. Struct. Engrg., ASCE, 109(3), 721-740.
    • (1983) J. Struct. Engrg. , vol.109 , Issue.3 , pp. 721-740
    • Shinozuka, M.1
  • 40
    • 0041602376 scopus 로고
    • Recent developments in geotechnical reliability
    • K. S. Li and S-C. R. Lo, eds., A. A. Balkema, Rotterdam, The Netherlands
    • Tang, W. H. (1993). "Recent developments in geotechnical reliability." Probabilistic methods in geotechnical engineering, K. S. Li and S-C. R. Lo, eds., A. A. Balkema, Rotterdam, The Netherlands, 3-27.
    • (1993) Probabilistic Methods in Geotechnical Engineering , pp. 3-27
    • Tang, W.H.1
  • 42
    • 0017560429 scopus 로고
    • Reliability of earth slopes
    • ASCE
    • Vanmarcke, E. H. (1977). "Reliability of earth slopes." J. Geotech. Engrg., ASCE, 103(11), 1247-1266.
    • (1977) J. Geotech. Engrg. , vol.103 , Issue.11 , pp. 1247-1266
    • Vanmarcke, E.H.1
  • 43
    • 0041602375 scopus 로고
    • Res. Rep. no. R74-33, Dept. of Civ. Engrg., Massachusetts Inst. of Technol., Cambridge, Mass.
    • Veneziano, D. (1974). "Contributions to second moment reliability." Res. Rep. no. R74-33, Dept. of Civ. Engrg., Massachusetts Inst. of Technol., Cambridge, Mass.
    • (1974) Contributions to Second Moment Reliability
    • Veneziano, D.1
  • 44
    • 0025570686 scopus 로고
    • A general procedure to correct sampling bias on joint orientation using a vector approach
    • Oxford, England
    • Wathugala, D. N., Kulatilake, P. H. S. W., Wathugala, G. W., and Stephansson, O. (1990). "A general procedure to correct sampling bias on joint orientation using a vector approach." Comp. and Geotechnics, Oxford, England, 10, 1-31.
    • (1990) Comp. and Geotechnics , vol.10 , pp. 1-31
    • Wathugala, D.N.1    Kulatilake, P.H.S.W.2    Wathugala, G.W.3    Stephansson, O.4
  • 45
    • 0021376243 scopus 로고
    • Evaluating calculated risk in geotechnical engineering
    • ASCE
    • Whitman, R. V. (1984). "Evaluating calculated risk in geotechnical engineering." J. Geotech. Engrg., ASCE, 110(2), 143-188.
    • (1984) J. Geotech. Engrg. , vol.110 , Issue.2 , pp. 143-188
    • Whitman, R.V.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.