메뉴 건너뛰기




Volumn 37, Issue 3, 2010, Pages 359-373

Probabilistic analysis of retaining walls

Author keywords

Monte Carlo; Optimization; Reliability analysis; Retaining structures; Stochastic modeling; System reliability

Indexed keywords

CANTILEVER WALLS; DEGREE OF CORRELATIONS; DESIGN PARAMETERS; EXTERNAL STABILITY; FIRST-ORDER; FOUNDATION MATERIALS; HIGHER-DEGREE; LINEAR FUNCTIONS; MONTE CARLO; MONTE CARLO OPTIMIZATION; MONTE CARLO SIMULATION; PROBABILISTIC ANALYSIS; RETAINING STRUCTURE; SERIES SYSTEM; STATIC CONDITIONS; STOCHASTIC MODELING; SYSTEM PROBABILITIES;

EID: 76549133738     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2009.12.003     Document Type: Article
Times cited : (60)

References (72)
  • 1
    • 27744478459 scopus 로고
    • Reliability of structures and structural systems
    • Ang A.H.-S., and Amin M. Reliability of structures and structural systems. J Eng Mech Div 94 2 (1968) 671-691
    • (1968) J Eng Mech Div , vol.94 , Issue.2 , pp. 671-691
    • Ang, A.H.-S.1    Amin, M.2
  • 5
    • 76549135760 scopus 로고    scopus 로고
    • Probabilistic approach in geotechnical engineering practice
    • Clermont-Ferrand, Universite Blaise Pascal, France, Keynote Lecture;, 9 p [in French
    • Auvinet G. Probabilistic approach in geotechnical engineering practice. In: Proceedings, 4eme conference nationale sur la fiabilite des materiaux et structures (JNF'05), Clermont-Ferrand, Universite Blaise Pascal, France, Keynote Lecture; 2005. 9 p [in French].
    • (2005) Proceedings, 4eme conference nationale sur la fiabilite des materiaux et structures (JNF'05)
    • Auvinet, G.1
  • 6
    • 0342749346 scopus 로고    scopus 로고
    • Three-dimensional reliability analysis of earth slopes
    • Auvinet G., and Gonzalez J.L. Three-dimensional reliability analysis of earth slopes. Comput Geotech 26 3-4 (2000) 247-261
    • (2000) Comput Geotech , vol.26 , Issue.3-4 , pp. 247-261
    • Auvinet, G.1    Gonzalez, J.L.2
  • 8
    • 0030006288 scopus 로고    scopus 로고
    • Recommendations on the testing and use of pseudo-random number generators used in Monte Carlo analysis for risk assessment
    • Barry T.M. Recommendations on the testing and use of pseudo-random number generators used in Monte Carlo analysis for risk assessment. Risk Anal 16 1 (1996) 93-105
    • (1996) Risk Anal , vol.16 , Issue.1 , pp. 93-105
    • Barry, T.M.1
  • 9
    • 3242656564 scopus 로고    scopus 로고
    • A methodology for assessing geotechnical hazards for TBM tunnelling - illustrated by the Athens Metro, Greece
    • Benardos A.G., and Kaliampakos D.C. A methodology for assessing geotechnical hazards for TBM tunnelling - illustrated by the Athens Metro, Greece. Int J Rock Mech Min Sci 41 6 (2004) 987-999
    • (2004) Int J Rock Mech Min Sci , vol.41 , Issue.6 , pp. 987-999
    • Benardos, A.G.1    Kaliampakos, D.C.2
  • 10
    • 0023826450 scopus 로고
    • Probabilistic analysis of the stability of massive bridge abutments using simulation methods
    • Biernatowski K., and Puła W. Probabilistic analysis of the stability of massive bridge abutments using simulation methods. Struct Safety 5 1 (1988) 1-15
    • (1988) Struct Safety , vol.5 , Issue.1 , pp. 1-15
    • Biernatowski, K.1    Puła, W.2
  • 12
    • 15544363526 scopus 로고    scopus 로고
    • Investigation and allowance for spatial variability
    • Bolle A. Investigation and allowance for spatial variability. Rev. FranÇaise de Geotech 93 (2000) 55-66
    • (2000) Rev. FranÇaise de Geotech , vol.93 , pp. 55-66
    • Bolle, A.1
  • 13
    • 15544370298 scopus 로고    scopus 로고
    • Non-parametric simulation of geotechnical variability
    • Bourdeau P.L., and Amundaray J.I. Non-parametric simulation of geotechnical variability. Geotechnique 55 2 (2005) 95-108
    • (2005) Geotechnique , vol.55 , Issue.2 , pp. 95-108
    • Bourdeau, P.L.1    Amundaray, J.I.2
  • 14
    • 76549121177 scopus 로고
    • Influence de la corrélation entre modes de défaillance sur le dimensionnement des soutènements massifs
    • Bourdeau PL, editor, Lausanne, Switzerland;
    • Bourdeau PL, Gutierrez A. Influence de la corrélation entre modes de défaillance sur le dimensionnement des soutènements massifs. In: Bourdeau PL, editor. Symposium on reliability-based design in civil engineering, 7-9 July 1988, EPFL, Lausanne, Switzerland; 1988. p. 343-50.
    • (1988) Symposium on reliability-based design in civil engineering, 7-9 July 1988, EPFL , pp. 343-350
    • Bourdeau, P.L.1    Gutierrez, A.2
  • 16
    • 0035436159 scopus 로고    scopus 로고
    • Characteristic values of ground parameters and probability of failure in design according to Eurocode 7
    • Cardoso A.S., and Fernandes M.M. Characteristic values of ground parameters and probability of failure in design according to Eurocode 7. Geotechnique 51 6 (2001) 519-531
    • (2001) Geotechnique , vol.51 , Issue.6 , pp. 519-531
    • Cardoso, A.S.1    Fernandes, M.M.2
  • 17
    • 51649126270 scopus 로고
    • 7: Geotechnical design
    • Comité Européen de Normalisation, European Committee for Standardization, Brussels;
    • CEN. Eurocode 7: geotechnical design. Part 1: general rules, ENV 1997-1. Comité Européen de Normalisation - European Committee for Standardization, Brussels; 1994.
    • (1994) Part 1: General rules, ENV , pp. 1997-2001
    • Eurocode, C.E.N.1
  • 18
    • 0034107164 scopus 로고    scopus 로고
    • Reliability evaluation of shallow foundation bearing capacity on c′, φ′ soils
    • Cherubini C. Reliability evaluation of shallow foundation bearing capacity on c′, φ′ soils. Can Geotech J 37 1 (2000) 264-269
    • (2000) Can Geotech J , vol.37 , Issue.1 , pp. 264-269
    • Cherubini, C.1
  • 21
    • 76549124320 scopus 로고    scopus 로고
    • Decisioneering Inc. Personal communication (on the random number generator of Crystal Ball®). Denver, CO, USA; 2007.
    • Decisioneering Inc. Personal communication (on the random number generator of Crystal Ball®). Denver, CO, USA; 2007.
  • 22
    • 0018767337 scopus 로고
    • Narrow reliability bounds for structural systems
    • Ditlevsen O. Narrow reliability bounds for structural systems. J Struct Mech 7 4 (1979) 453-472
    • (1979) J Struct Mech , vol.7 , Issue.4 , pp. 453-472
    • Ditlevsen, O.1
  • 23
    • 0037311514 scopus 로고    scopus 로고
    • Bearing-capacity prediction of spatially random c-φ soils
    • Fenton G., and Griffiths D.V. Bearing-capacity prediction of spatially random c-φ soils. Can Geotech J 40 1 (2003) 54-65
    • (2003) Can Geotech J , vol.40 , Issue.1 , pp. 54-65
    • Fenton, G.1    Griffiths, D.V.2
  • 24
    • 0025468071 scopus 로고
    • Simulation of random fields via local average subdivision
    • Fenton G.A., and Vanmarcke E. Simulation of random fields via local average subdivision. J Eng Mech 116 8 (1990) 1733-1749
    • (1990) J Eng Mech , vol.116 , Issue.8 , pp. 1733-1749
    • Fenton, G.A.1    Vanmarcke, E.2
  • 25
    • 14044267374 scopus 로고    scopus 로고
    • Reliability of traditional retaining wall design
    • Fenton G.A., Griffiths D.V., and Williams M.B. Reliability of traditional retaining wall design. Geotechnique 55 1 (2005) 55-62
    • (2005) Geotechnique , vol.55 , Issue.1 , pp. 55-62
    • Fenton, G.A.1    Griffiths, D.V.2    Williams, M.B.3
  • 27
    • 0030392329 scopus 로고    scopus 로고
    • Efficient Monte Carlo technique for locating critical slip surface
    • Greco V.R. Efficient Monte Carlo technique for locating critical slip surface. J Geotech Eng 122 7 (1996) 517-525
    • (1996) J Geotech Eng , vol.122 , Issue.7 , pp. 517-525
    • Greco, V.R.1
  • 28
    • 2342514143 scopus 로고    scopus 로고
    • Probabilistic slope stability analysis by finite elements
    • Griffiths D.V., and Fenton G.A. Probabilistic slope stability analysis by finite elements. J Geotech Geoenviron Eng 130 5 (2004) 507-518
    • (2004) J Geotech Geoenviron Eng , vol.130 , Issue.5 , pp. 507-518
    • Griffiths, D.V.1    Fenton, G.A.2
  • 30
    • 0016026184 scopus 로고
    • Exact and invariant second-moment code format
    • Hasofer A.M., and Lind N.C. Exact and invariant second-moment code format. J Eng Mech Div 100 1 (1974) 111-121
    • (1974) J Eng Mech Div , vol.100 , Issue.1 , pp. 111-121
    • Hasofer, A.M.1    Lind, N.C.2
  • 31
    • 0016036766 scopus 로고
    • Probabilistic analysis and design of a retaining wall
    • Hoeg K., and Murarka R.P. Probabilistic analysis and design of a retaining wall. J Geotech Eng Div 100 3 (1974) 349-366
    • (1974) J Geotech Eng Div , vol.100 , Issue.3 , pp. 349-366
    • Hoeg, K.1    Murarka, R.P.2
  • 32
    • 0023399813 scopus 로고
    • New light on first- and second-order reliability methods
    • Hohenbichler M., Gollwitzer S., Kruse W., and Rackwitz R. New light on first- and second-order reliability methods. Struct Safety 4 4 (1987) 267-284
    • (1987) Struct Safety , vol.4 , Issue.4 , pp. 267-284
    • Hohenbichler, M.1    Gollwitzer, S.2    Kruse, W.3    Rackwitz, R.4
  • 33
    • 0000850549 scopus 로고
    • An upper bound for the probability of a union
    • Hunter D. An upper bound for the probability of a union. J Appl Probab 3 3 (1976) 597-603
    • (1976) J Appl Probab , vol.3 , Issue.3 , pp. 597-603
    • Hunter, D.1
  • 34
    • 11944275853 scopus 로고
    • Information theory and statistical mechanics. II
    • Jaynes E.T. Information theory and statistical mechanics. II. Phys Rev 108 2 (1957) 171-190
    • (1957) Phys Rev , vol.108 , Issue.2 , pp. 171-190
    • Jaynes, E.T.1
  • 35
    • 0001835806 scopus 로고
    • On the evaluation of static soil properties
    • Seed RB, Boulanger RW, editors. Geotechnical special publication 31, ASCE, Berkeley, California, June 29-July 1;
    • Kulhawy FH. On the evaluation of static soil properties. Stability and performance of slopes and embankments II In: Seed RB, Boulanger RW, editors. Geotechnical special publication 31, ASCE, Berkeley, California, June 29-July 1; 1992, p. 95-115.
    • (1992) Stability and performance of slopes and embankments II , pp. 95-115
    • Kulhawy, F.H.1
  • 36
    • 0010861764 scopus 로고
    • Bounds for the probability of a union with applications
    • Kounias E.G. Bounds for the probability of a union with applications. Ann. Math Stat 39 6 (1968) 2154-2158
    • (1968) Ann. Math Stat , vol.39 , Issue.6 , pp. 2154-2158
    • Kounias, E.G.1
  • 37
    • 0029722185 scopus 로고    scopus 로고
    • Lacasse S, Nadim F. Uncertainties in characterising soil properties. In: Shackelford CD, Nelson PP, Roth MJS, editors. Uncertainty '96: uncertainty in the geologic environment - from theory to practice (geotechnical special publication 58), ASCE, July 31-August 3 1996, Madison, WI; 1996. p. 49-75.
    • Lacasse S, Nadim F. Uncertainties in characterising soil properties. In: Shackelford CD, Nelson PP, Roth MJS, editors. Uncertainty '96: uncertainty in the geologic environment - from theory to practice (geotechnical special publication 58), ASCE, July 31-August 3 1996, Madison, WI; 1996. p. 49-75.
  • 39
    • 0020042754 scopus 로고
    • Investigation of failures
    • Leonards G.A. Investigation of failures. J Geotech Eng Div 108 2 (1982) 185-246
    • (1982) J Geotech Eng Div , vol.108 , Issue.2 , pp. 185-246
    • Leonards, G.A.1
  • 40
    • 14044256404 scopus 로고    scopus 로고
    • Reliability-based design applied to retaining walls
    • Low B.K. Reliability-based design applied to retaining walls. Geotechnique 55 1 (2005) 63-75
    • (2005) Geotechnique , vol.55 , Issue.1 , pp. 63-75
    • Low, B.K.1
  • 41
    • 0000896636 scopus 로고    scopus 로고
    • Efficient reliability evaluation using spreadsheet
    • Low B.K., Wilson H., and Tang F. Efficient reliability evaluation using spreadsheet. J Eng Mech 123 7 (1997) 749-752
    • (1997) J Eng Mech , vol.123 , Issue.7 , pp. 749-752
    • Low, B.K.1    Wilson, H.2    Tang, F.3
  • 42
    • 0003159418 scopus 로고
    • The variability of natural soils
    • Lumb P. The variability of natural soils. Can Geotech J 3 2 (1966) 74-97
    • (1966) Can Geotech J , vol.3 , Issue.2 , pp. 74-97
    • Lumb, P.1
  • 43
    • 0034739944 scopus 로고    scopus 로고
    • An efficient search method for finding the critical circular slip surface using the Monte Carlo technique
    • Malkawi A.I.H., Hassan W.F., and Sarma S.K. An efficient search method for finding the critical circular slip surface using the Monte Carlo technique. Can Geotech J 38 5 (2001) 1081-1089
    • (2001) Can Geotech J , vol.38 , Issue.5 , pp. 1081-1089
    • Malkawi, A.I.H.1    Hassan, W.F.2    Sarma, S.K.3
  • 44
    • 0030286080 scopus 로고    scopus 로고
    • Alternative modeling approaches for contaminant fate in soils: uncertainty, variability, and reliability
    • McKone T.E. Alternative modeling approaches for contaminant fate in soils: uncertainty, variability, and reliability. Reliab Eng Syst Safety 54 2-3 (1996) 165-181
    • (1996) Reliab Eng Syst Safety , vol.54 , Issue.2-3 , pp. 165-181
    • McKone, T.E.1
  • 45
    • 22044445564 scopus 로고    scopus 로고
    • Evaluation of software for propagating uncertainty through risk assessment models
    • Metzger J.N., Fjeld R.A., Hammonds J.S., and Hoffman F.O. Evaluation of software for propagating uncertainty through risk assessment models. Hum Ecol Risk Assess 4 2 (1998) 263-290
    • (1998) Hum Ecol Risk Assess , vol.4 , Issue.2 , pp. 263-290
    • Metzger, J.N.1    Fjeld, R.A.2    Hammonds, J.S.3    Hoffman, F.O.4
  • 47
    • 0022146745 scopus 로고
    • Simplified use of the beta distribution and sensitivity to the bound locations
    • Oboni F., and Bourdeau P.L. Simplified use of the beta distribution and sensitivity to the bound locations. Struct Safety 3 1 (1985) 63-66
    • (1985) Struct Safety , vol.3 , Issue.1 , pp. 63-66
    • Oboni, F.1    Bourdeau, P.L.2
  • 48
    • 0009122864 scopus 로고
    • A theoretical and empirical comparison of mainframe, microcomputer, and pocket calculator pseudorandom number generators
    • Onghena P. A theoretical and empirical comparison of mainframe, microcomputer, and pocket calculator pseudorandom number generators. Behav Res Methods, Instrum, Comput 25 3 (1993) 384-395
    • (1993) Behav Res Methods, Instrum, Comput , vol.25 , Issue.3 , pp. 384-395
    • Onghena, P.1
  • 49
    • 0034067734 scopus 로고    scopus 로고
    • Selection of characteristic values and partial factors in geotechnical designs to Eurocode 7
    • Orr T.L.L. Selection of characteristic values and partial factors in geotechnical designs to Eurocode 7. Comput Geotech 26 3 (2000) 263-279
    • (2000) Comput Geotech , vol.26 , Issue.3 , pp. 263-279
    • Orr, T.L.L.1
  • 50
    • 0344944127 scopus 로고    scopus 로고
    • Risk analysis in fixed-priced design-build construction projects
    • Oztas A., and Okmen O. Risk analysis in fixed-priced design-build construction projects. Build Environ 39 2 (2004) 229-237
    • (2004) Build Environ , vol.39 , Issue.2 , pp. 229-237
    • Oztas, A.1    Okmen, O.2
  • 52
    • 0033237193 scopus 로고    scopus 로고
    • Characterization of geotechnical variability
    • Phoon K.-K., and Kulhawy F.H. Characterization of geotechnical variability. Can Geotech J 36 4 (1999) 612-624
    • (1999) Can Geotech J , vol.36 , Issue.4 , pp. 612-624
    • Phoon, K.-K.1    Kulhawy, F.H.2
  • 53
    • 0141724912 scopus 로고    scopus 로고
    • Multiple resistance factor design for shallow transmission line structure foundations
    • Phoon K.-K., Kulhawy F.H., and Grigoriu M.D. Multiple resistance factor design for shallow transmission line structure foundations. J Geotech Geoenviron Eng 129 9 (2003) 807-818
    • (2003) J Geotech Geoenviron Eng , vol.129 , Issue.9 , pp. 807-818
    • Phoon, K.-K.1    Kulhawy, F.H.2    Grigoriu, M.D.3
  • 54
    • 84986223583 scopus 로고    scopus 로고
    • On spatial averaging in reliability computations of shallow foundations
    • Pande GN, Pietruszczak S, editors, 10-12 April, Rome, Italy;, 2002
    • Puła W. 2002. On spatial averaging in reliability computations of shallow foundations. In: Pande GN, Pietruszczak S, editors. Numerical models in geomechanics: proceedings of the 8th international symposium (NUMOG VIII), 10-12 April 2002, Rome, Italy; 2002.
    • (2002) Numerical models in geomechanics: Proceedings of the 8th international symposium (NUMOG , vol.8
    • Puła, W.1
  • 55
    • 76549109011 scopus 로고    scopus 로고
    • Puła W, Shahrour I. Influence of vertical and horizontal variability of soil strength on the reliability of shallow foundations. In: Symposium international sur les foundations superficielles (FONDSUP 2003), 5-7 November 2003, Paris, France, 1; 2003. p. 423-32.
    • Puła W, Shahrour I. Influence of vertical and horizontal variability of soil strength on the reliability of shallow foundations. In: Symposium international sur les foundations superficielles (FONDSUP 2003), 5-7 November 2003, Paris, France, vol. 1; 2003. p. 423-32.
  • 56
    • 0034062653 scopus 로고    scopus 로고
    • Reviewing probabilistic soils modeling
    • Rackwitz R. Reviewing probabilistic soils modeling. Comput Geotech 26 (2000) 199-223
    • (2000) Comput Geotech , vol.26 , pp. 199-223
    • Rackwitz, R.1
  • 63
    • 76549115086 scopus 로고    scopus 로고
    • US Army Corps of Engineers. Retaining and flood walls. EM 1110-2-2502, Department of the Army, Washington, DC, USA; 1989.
    • US Army Corps of Engineers. Retaining and flood walls. EM 1110-2-2502, Department of the Army, Washington, DC, USA; 1989.
  • 64
    • 0017560411 scopus 로고
    • Probabilistic modeling of soil profiles
    • Vanmarcke E.H. Probabilistic modeling of soil profiles. J Geotech Eng Div 103 11 (1977) 1227-1246
    • (1977) J Geotech Eng Div , vol.103 , Issue.11 , pp. 1227-1246
    • Vanmarcke, E.H.1
  • 65
    • 0004117231 scopus 로고
    • The MIT Press, Cambridge, Massachusetts (USA)
    • Vanmarcke E. Random fields (1983), The MIT Press, Cambridge, Massachusetts (USA)
    • (1983) Random fields
    • Vanmarcke, E.1
  • 66
    • 0032901987 scopus 로고    scopus 로고
    • Design of in-situ microbial filter for the remediation of naphthalene
    • Warith M., Fernandes L., and Gaudet N. Design of in-situ microbial filter for the remediation of naphthalene. Waste Manage 19 1 (1999) 9-25
    • (1999) Waste Manage , vol.19 , Issue.1 , pp. 9-25
    • Warith, M.1    Fernandes, L.2    Gaudet, N.3
  • 68
    • 0027555492 scopus 로고
    • Probabilistic assessment of pile interference
    • Wolff T.F. Probabilistic assessment of pile interference. J Geotech Eng 119 3 (1993) 525-542
    • (1993) J Geotech Eng , vol.119 , Issue.3 , pp. 525-542
    • Wolff, T.F.1
  • 70
    • 0016037205 scopus 로고
    • Uncertainty, safety, and decision in soil engineering
    • Wu T.H. Uncertainty, safety, and decision in soil engineering. J Geotech Eng Div 100 3 (1974) 329-348
    • (1974) J Geotech Eng Div , vol.100 , Issue.3 , pp. 329-348
    • Wu, T.H.1
  • 72
    • 33845703614 scopus 로고    scopus 로고
    • Zevgolis IE, Bourdeau PL. System reliability of cantilever retaining walls with correlated failure modes. In: DeGroot DJ, DeJong JT, Frost D, Baise LG, editors. GeoCongress 2006: geotechnical engineering in the information technology age, ASCE, February 26 - March 1, 2006, Atlanta, GA, USA; 2006.
    • Zevgolis IE, Bourdeau PL. System reliability of cantilever retaining walls with correlated failure modes. In: DeGroot DJ, DeJong JT, Frost D, Baise LG, editors. GeoCongress 2006: geotechnical engineering in the information technology age, ASCE, February 26 - March 1, 2006, Atlanta, GA, USA; 2006.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.