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Volumn 33, Issue 6, 1996, Pages 956-983

Eighteenth Canadian geotechnical colloquium: Limit states design for foundations. Part I. An overview of the foundation design process

Author keywords

Characteristic value; Factored resistance; Limit states design; Load and resistance factor design; Partial factors; Working stress design

Indexed keywords

CODES (STANDARDS); CONSTRUCTION; FAILURE (MECHANICAL); FOUNDATIONS; MATHEMATICAL MODELS; RELIABILITY; SAFETY FACTOR; STRENGTH OF MATERIALS; STRESSES; STRUCTURAL LOADS;

EID: 0030426885     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-124     Document Type: Article
Times cited : (119)

References (76)
  • 2
    • 0026280857 scopus 로고
    • Limit states criteria for structural evaluation of existing buildings
    • Allen, D.E. 1991. Limit states criteria for structural evaluation of existing buildings. Canadian Journal of Civil Engineering, 18: 995-1004.
    • (1991) Canadian Journal of Civil Engineering , vol.18 , pp. 995-1004
    • Allen, D.E.1
  • 6
    • 0030426687 scopus 로고    scopus 로고
    • Eighteenth Canadian Geotechnical Colloquium: Limit States Design for Foundations. Part II. Development for the National Building Code of Canada
    • Becker, D.E. 1996. Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part II. Development for the National Building Code of Canada. Canadian Geotechnical Journal, 32: 984-1007.
    • (1996) Canadian Geotechnical Journal , vol.32 , pp. 984-1007
    • Becker, D.E.1
  • 7
    • 3242870851 scopus 로고
    • The complexity of soils and its influence on working stress and limit states design
    • Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27
    • Been, K. 1989. The complexity of soils and its influence on working stress and limit states design. In Proceedings of the Symposium on Limit States Design in Foundation Engineering. Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27, pp. 17-31.
    • (1989) Proceedings of the Symposium on Limit States Design in Foundation Engineering , pp. 17-31
    • Been, K.1
  • 11
    • 0141460091 scopus 로고
    • A comparative study on limit state design and total safety design for shallow foundations
    • Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society
    • Bengtsson, P.E., Bergdahl, U., and Ottosson, E. 1993. A comparative study on limit state design and total safety design for shallow foundations. In Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering, Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society. Vol. 1, pp. 13-22.
    • (1993) Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering , vol.1 , pp. 13-22
    • Bengtsson, P.E.1    Bergdahl, U.2    Ottosson, E.3
  • 13
    • 0141571778 scopus 로고
    • Limit state design in geotechnical engineering
    • Bolton, M.D. 1981. Limit state design in geotechnical engineering. Ground Engineering, 14(6): 39-46.
    • (1981) Ground Engineering , vol.14 , Issue.6 , pp. 39-46
    • Bolton, M.D.1
  • 14
    • 85024194075 scopus 로고
    • In discussion of Smith (1985)
    • Bolton, M.D. 1986. In discussion of Smith (1985). Géotechnique, 36(4): 615-616.
    • (1986) Géotechnique , vol.36 , Issue.4 , pp. 615-616
    • Bolton, M.D.1
  • 16
    • 3242874262 scopus 로고
    • Managing risk. Keynote paper of ICE Conference on Risk and Reliability in Ground Engineering
    • Boyd, R.D. 1994. Managing risk. Keynote paper of ICE Conference on Risk and Reliability in Ground Engineering. Ground Engineering, 27(5): 30-33.
    • (1994) Ground Engineering , vol.27 , Issue.5 , pp. 30-33
    • Boyd, R.D.1
  • 20
    • 3242868327 scopus 로고
    • European Committee for Standardization (CEN), Eurocode 7. Danish Geotechnical Institute, Copenhagen
    • CEN. 1992. Geotechnical design, general rules. European Committee for Standardization (CEN), Eurocode 7. Danish Geotechnical Institute, Copenhagen.
    • (1992) Geotechnical Design, General Rules
  • 21
    • 3242852909 scopus 로고
    • Evaluating risk. Keynote paper of ICE Conference on Risk and Reliability in Ground Engineering
    • Chowdhury, R.N. 1994. Evaluating risk. Keynote paper of ICE Conference on Risk and Reliability in Ground Engineering. Ground Engineering, 27(4): 35-40.
    • (1994) Ground Engineering , vol.27 , Issue.4 , pp. 35-40
    • Chowdhury, R.N.1
  • 23
    • 0348162871 scopus 로고
    • Canadian Standards Association, Rexdale, Ont., CSA Special Publication S408-1981
    • CSA. 1981. Guidelines for the development of limit states design. Canadian Standards Association, Rexdale, Ont., CSA Special Publication S408-1981.
    • (1981) Guidelines for the Development of Limit States Design
  • 26
    • 3242832939 scopus 로고
    • Discussion on Session 3: Partial factors of safety and probabilistic approach
    • Chaired by U. Bergdahl and H. Denver. Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society
    • Ditlevsen, O. 1993. Discussion on Session 3: Partial factors of safety and probabilistic approach. Chaired by U. Bergdahl and H. Denver. In Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering. Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society. Vol. 3, pp. 607-608.
    • (1993) Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering , vol.3 , pp. 607-608
    • Ditlevsen, O.1
  • 29
    • 3242848600 scopus 로고
    • Canadian Foundation Engineering Manual and limit states design
    • Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27
    • Eisenstein, D. 1989. Canadian Foundation Engineering Manual and limit states design. In Proceedings of the Symposium on Limit States Design in Foundation Engineering. Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27, pp. 65-76.
    • (1989) Proceedings of the Symposium on Limit States Design in Foundation Engineering , pp. 65-76
    • Eisenstein, D.1
  • 30
    • 0012549954 scopus 로고
    • Critique of reliability theory
    • Edited by D. Blockley. Chap. 19. McGraw-Hill Book Company
    • Elms, D.G., and Turkstra, C.J. 1992. Critique of reliability theory. In Engineering safety. Edited by D. Blockley. Chap. 19. McGraw-Hill Book Company, pp. 427-445.
    • (1992) Engineering Safety , pp. 427-445
    • Elms, D.G.1    Turkstra, C.J.2
  • 31
    • 0141460092 scopus 로고
    • Limit State in soil mechanics and the use of partial factors
    • Fleming, W.G.K. 1989. Limit State in soil mechanics and the use of partial factors. Ground Engineering, 22(7): 34-35.
    • (1989) Ground Engineering , vol.22 , Issue.7 , pp. 34-35
    • Fleming, W.G.K.1
  • 33
    • 3242847715 scopus 로고
    • Limit statis design: Some thoughts
    • Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27
    • Green, R. 1989. Limit statis design: some thoughts. In Proceedings of the Symposium on Limit States Design in Foundation Engineering. Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27, pp. 91-116.
    • (1989) Proceedings of the Symposium on Limit States Design in Foundation Engineering , pp. 91-116
    • Green, R.1
  • 34
    • 3242857200 scopus 로고
    • The development of a LRFD code for Ontario bridge foundations
    • American Society of Civil Engineers, Geotechnical Special Publication No. 27
    • Green, R. 1991. The development of a LRFD code for Ontario bridge foundations. Proceedings of the Geotechnical Engineering Congress 1991. American Society of Civil Engineers, Geotechnical Special Publication No. 27, Vol. II, pp. 1365-1376.
    • (1991) Proceedings of the Geotechnical Engineering Congress 1991 , vol.2 , pp. 1365-1376
    • Green, R.1
  • 43
    • 0012028698 scopus 로고
    • Limit state design in geotechnics
    • Proceedings of the Conference on Probabilistic Methods in Geotechnical Engineering, Canberra, Feb. 10-12. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam
    • Li, K.S., Lee, I.K., and Lo, S.-C.R. 1993b. Limit state design in geotechnics. In Probabilistic Methods in Geotechnical Engineering. Proceedings of the Conference on Probabilistic Methods in Geotechnical Engineering, Canberra, Feb. 10-12. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam, pp. 29-42.
    • (1993) Probabilistic Methods in Geotechnical Engineering , pp. 29-42
    • Li, K.S.1    Lee, I.K.2    Lo, S.-C.R.3
  • 44
    • 2142842636 scopus 로고
    • Issues in reliability-based design in geotechnical engineering - A discussion
    • Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society
    • Lo, S.-C.R., and Li, K.S. 1993. Issues in reliability-based design in geotechnical engineering - a discussion. In Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering, Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society. Vol. 3. pp. 659-663.
    • (1993) Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering , vol.3 , pp. 659-663
    • Lo, S.-C.R.1    Li, K.S.2
  • 45
    • 0017266959 scopus 로고
    • Safety and limit states design for reinforced concrete
    • MacGregor, J.G. 1976. Safety and limit states design for reinforced concrete. Canadian Journal of Civil Engineering, 3: 484-513.
    • (1976) Canadian Journal of Civil Engineering , vol.3 , pp. 484-513
    • MacGregor, J.G.1
  • 46
    • 0343902190 scopus 로고
    • The problem from the viewpoint of the structural engineer
    • Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27
    • MacGregor, J.G. 1989. The problem from the viewpoint of the structural engineer. In Proceedings of the Symposium on Limit States Design in Foundation Engineering. Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27, pp. 1-16.
    • (1989) Proceedings of the Symposium on Limit States Design in Foundation Engineering , pp. 1-16
    • MacGregor, J.G.1
  • 48
    • 0020178189 scopus 로고
    • Limit states design in geotechnical engineering
    • Meyerhof, G.G. 1982. Limit states design in geotechnical engineering. Structural Safety, 1: 67-71.
    • (1982) Structural Safety , vol.1 , pp. 67-71
    • Meyerhof, G.G.1
  • 49
    • 0021375003 scopus 로고
    • Safety factors and limit states analysis in geotechnical engineering
    • Meyerhof, G.G. 1984. Safety factors and limit states analysis in geotechnical engineering. Canadian Geotechnical Journal, 21: 1-7.
    • (1984) Canadian Geotechnical Journal , vol.21 , pp. 1-7
    • Meyerhof, G.G.1
  • 51
    • 0029479103 scopus 로고
    • Development of geotechnical limit state design
    • Meyerhof, G.G. 1995. Development of geotechnical limit state design. Canadian Geotechnical Journal, 32: 128-136.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 128-136
    • Meyerhof, G.G.1
  • 52
    • 0004112090 scopus 로고
    • Ministry of Transportation and Communication, Highway Engineering Division, Downsview, Ont. Two Vols
    • Ministry of Transportation and Communication. 1983. Ontario Highway Bridge Design Code (OHBDC). 2nd ed. Ministry of Transportation and Communication, Highway Engineering Division, Downsview, Ont. Two Vols.
    • (1983) Ontario Highway Bridge Design Code (OHBDC). 2nd Ed.
  • 53
    • 0004112090 scopus 로고
    • Ministry of Transportation of Ontario, Downsview, Ont. Two Vols
    • Ministry of Transportation of Ontario. 1991. Ontario Highway Bridge Design Code (OHBDC). 3rd ed. Ministry of Transportation of Ontario, Downsview, Ont. Two Vols.
    • (1991) Ontario Highway Bridge Design Code (OHBDC). 3rd Ed.
  • 54
    • 3242837387 scopus 로고
    • Danish Geotechnical Institute Copenhagen, Denmark, Bulletin No. 35. [Also in Norwegian Geotechnical Institute Oslo, Norway, Publication No. 148.]
    • Mortensen, K. 1983. Is limit state design a judgement killer? Danish Geotechnical Institute Copenhagen, Denmark, Bulletin No. 35. [Also in Norwegian Geotechnical Institute Oslo, Norway, Publication No. 148.]
    • (1983) Is Limit State Design a Judgement Killer?
    • Mortensen, K.1
  • 55
    • 3242817609 scopus 로고
    • Safety concept in the ultimate limit state cause of failure principle
    • Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society
    • Mortensen, K. 1993. Safety concept in the ultimate limit state cause of failure principle. In Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering, Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society. Vol. 1, pp. 31-40.
    • (1993) Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering , vol.1 , pp. 31-40
    • Mortensen, K.1
  • 57
    • 71849103675 scopus 로고
    • National Research Council of Canada, Ottawa
    • NRC. 1995. National building code. National Research Council of Canada, Ottawa.
    • (1995) National Building Code
  • 59
    • 0019623262 scopus 로고
    • Towards an European code for foundation engineering
    • Ovesen, N.K. 1981. Towards an European code for foundation engineering. Ground Engineering, 14(7): 25-28.
    • (1981) Ground Engineering , vol.14 , Issue.7 , pp. 25-28
    • Ovesen, N.K.1
  • 60
    • 3242832062 scopus 로고
    • Eurocode 7: An European code of practice for geotechnical design
    • Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society
    • Ovesen, N.K. 1993. Eurocode 7: An European code of practice for geotechnical design. In Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering, Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society, Vol. 3, pp. 691-710.
    • (1993) Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering , vol.3 , pp. 691-710
    • Ovesen, N.K.1
  • 61
    • 0348148133 scopus 로고
    • Limit states design - The European perspective
    • American Society of Civil Engineers, Special Publication No. 27
    • Ovesen, N.K., and Orr, T. 1991. Limit states design - the European perspective. Proceedings of Geotechnical Engineering Congress 1991. American Society of Civil Engineers, Special Publication No. 27, Vol. II, pp. 1341-1352.
    • (1991) Proceedings of Geotechnical Engineering Congress 1991 , vol.2 , pp. 1341-1352
    • Ovesen, N.K.1    Orr, T.2
  • 63
    • 0008517856 scopus 로고
    • Observations on reliability - Based design of foundation for electrical transmission line structures
    • Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society
    • Phoon, K.K., Kulhawy, F.H., and Grigoriu, M.D. 1993. Observations on reliability - based design of foundation for electrical transmission line structures. In Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering, Copenhagen, May 26-28. Sponsored by the Danish Geotechnical Society, Vol. 2, pp. 351-362.
    • (1993) Proceedings of the International Symposium on Limit State Design in Geotechnical Engineering , vol.2 , pp. 351-362
    • Phoon, K.K.1    Kulhawy, F.H.2    Grigoriu, M.D.3
  • 64
    • 3242841797 scopus 로고
    • Calibration of load factor design code for highway bridge foundations
    • American Society of Civil Engineers, Special Publication No. 27
    • Rojiani, K.B., Ooi, P.S.K., and Tan, C.K. 1991. Calibration of load factor design code for highway bridge foundations. Proceedings of the Geotechnical Engineering Congress 1991. American Society of Civil Engineers, Special Publication No. 27, Vol. II, pp. 1353-1364.
    • (1991) Proceedings of the Geotechnical Engineering Congress 1991 , vol.2 , pp. 1353-1364
    • Rojiani, K.B.1    Ooi, P.S.K.2    Tan, C.K.3
  • 65
    • 0019607566 scopus 로고
    • Partial coefficient design in geotechnics
    • Semple, R.M. 1981. Partial coefficient design in geotechnics. Ground Engineering, 14(6): 47-48.
    • (1981) Ground Engineering , vol.14 , Issue.6 , pp. 47-48
    • Semple, R.M.1
  • 66
    • 0019610736 scopus 로고
    • An approach to limit state calculations in geotechnics
    • Simpson, B., Pappin, J.W., and Croft, D.D. 1981. An approach to limit state calculations in geotechnics. Ground Engineering, 14(6): 21-28.
    • (1981) Ground Engineering , vol.14 , Issue.6 , pp. 21-28
    • Simpson, B.1    Pappin, J.W.2    Croft, D.D.3
  • 68
    • 0019621713 scopus 로고
    • Probability theory in geotechnics - An introduction
    • Smith, G.N. 1981. Probability theory in geotechnics - an introduction. Ground Engineering, 14(7): 29-34.
    • (1981) Ground Engineering , vol.14 , Issue.7 , pp. 29-34
    • Smith, G.N.1
  • 69
    • 0022230644 scopus 로고
    • The use of probability theory to assess the safety of propped embedded cantilever retaining walls
    • Smith, G.N. 1985. The use of probability theory to assess the safety of propped embedded cantilever retaining walls. Géotechnique, 35(4): 451-460.
    • (1985) Géotechnique , vol.35 , Issue.4 , pp. 451-460
    • Smith, G.N.1
  • 72
    • 0041602376 scopus 로고
    • Recent developments in geotechnical reliability
    • Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam
    • Tang, W.H. 1993. Recent developments in geotechnical reliability. Jn Probabilistic methods in geotechnical engineering. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam, pp. 3-27.
    • (1993) Probabilistic Methods in Geotechnical Engineering , pp. 3-27
    • Tang, W.H.1
  • 76
    • 0021376243 scopus 로고
    • Evaluating calculated risk in geotechnical engineering. The Seventeenth Terzaghi Lecture
    • ASCE
    • Whitman, R.V. 1984. Evaluating calculated risk in geotechnical engineering. The Seventeenth Terzaghi Lecture. Journal of Geotechnical Engineering, ASCE, 110(2): 145-188.
    • (1984) Journal of Geotechnical Engineering , vol.110 , Issue.2 , pp. 145-188
    • Whitman, R.V.1


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