Eighteenth Canadian geotechnical colloquium: Limit states design for foundations. Part II. Development for the national building code of Canada

Canadian Geotechnical Journal

Volumn 33, Issue 6, 1996, Pages 984-1007

  Becker, Dennis E ^a  

^a GOLDER ASSOCIATES LTD   (Canada)

Author keywords

Code calibration; Foundations; Limit states design; Reliability index; Resistance factors; Ultimate limit states

Indexed keywords

BEARING CAPACITY; BUILDING CODES; CALIBRATION; FOUNDATIONS; RELIABILITY THEORY; SAFETY FACTOR; STRENGTH OF MATERIALS; STRESSES; STRUCTURAL LOADS;

LIMIT STATES DESIGN; RELIABILITY ANALYSIS; RELIABILITY INDEX; RESISTANCE FACTORS; SLIDING; ULTIMATE LIMIT STATES; WORKING STRESS DESIGN;

STRUCTURAL DESIGN;

FOUNDATION ENGINEERING; LIMIT STATES DESIGN;

CANADA;

EID: 0030426687     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-125     Document Type: Article

References (55)

1. Alen, C., and Jendeby, L. 1993. Design value of the bearing capacity for a friction pile at a given risk level. 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. 91-100.
2. Allen, D.E. 1975. Limit states design - a probabilistic study. Canadian Journal of Civil Engineering, 2: 36-49.
3. Allen, D.E. 1991. Limit states criteria for structural evaluation of existing buildings. Canadian Journal of Civil Engineering, 18: 995-1004.
4. Allen, D.E. 1994. The history and future of limit states design. Journal of Thermal Insulation and Building Envelopes, 18: 3-20.
5. Barker, R.M., Duncan, J.M., Rojiani, K.B., Ooi, P.S.K., Tan, C.K., and Kim, S.G. 1991. Manuals for the design of bridge foundations (including Appendix A - procedures for the evaluation of performance factors). Transportation Research Board, National Co-operative Highway Research Program Report 343.
6. Becker, D.E. 1996. Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part I. An overview of the foundation design process. Canadian Geotechnical Journal, 32: 956-983.
7. Becker, D.E., Allen, D.E., Ho, K.S., and Law, K.T. 1993. Development of limit states design for foundations in the National Building Code of Canada. 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. 479-489.
8. Been, K., Clark, J.I., and Livingstone, W.R. 1993. Verification and calibration studies for the new CAN/CSA-S472 foundations of offshore structures. Canadian Geotechnical Journal, 30: 515-525.
9. Burland, J.B., Broms, B.B., and DeMello, V.F.B. 1977. Behaviour of foundations and structures. Proceedings of the 9th International Conference Soil Mechanics and Foundation Engineering, Tokyo, Vol. 2, pp. 495-546.
10. CEN. 1992. Geotechnical design, general rules. European Committee for Standardization (CEN), Eurocode 7. Danish Geotechnical Institute, Copenhagen.
11. CGS. 1992. Canadian foundation engineering manual. 3rd ed. The Canadian Geotechnical Society, Toronto, Ont.
12. Cherubini, C., Giasi, C.I., and Rethati, L. 1993. The coefficients of variation of some geotechnical parameters. In Probabilistic methods in geotechnical engineering. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam, pp. 179-184.
13. Cornell, C.A. 1969a. Structural safety specifications based on second-moment reliability. Symposium of the International Association of Bridge and Structures Engineering, London, England.
14. Cornell, C.A. 1969b. A probabilistic structural code. Proceedings of the American Concrete Institute, 66(12): 974-985.
15. CSA. 1981. Guidelines for the development of limit states design. Canadian Standards Association, Rexdale, Ont., CSA Special Publication S408-1981.
16. CSA. 1992. CAN/CSA-S472 foundations, forming part of the code for the design, construction and installation of fixed offshore structures. Canadian Standards Association, Rexdale, Ont.
17. DNV. 1977. Rules for the design, construction and inspection of offshore structures. Det Norske Veritas, Hovik.
18. Eisenstein, D. 1989. Canadian foundation engineering manual and limit states design. Proceedings of the Symposium on Limit States Design in Foundation Engineering. Canadian Geotechnical Society - Southern Ontario Section, Toronto, May 26-27, pp. 65-76.
19. Golder Associates Ltd. 1992. Development of limit states design for foundations, National Building Code of Canada. Report to Supply and Service Canada, DSS File No. OSSR. 31944-1-002, July 1992. Golder Associates Report No. 911-1398.
20. 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.
21. Green, R., and Sorensen, C.S. 1993. Existing practice of limit state design and codes and standards. 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. 627-631.
22. Harr, M.E. 1987. Reliability-based design in civil engineering. McGraw-Hill Book Company, New York.
23. Heibaum, M.H. 1993. Overall stability of anchored retaining walls. 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. 331-340.
24. Hettler, A. 1993. Probabilistic approach and partial safety factors for driven piles. 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. 217-222.
25. Kay, J.N. 1993. Probabilistic design of foundations and earth structures. In Probabilistic methods in geotechnical engineering. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam, pp. 49-62.
26. Kulhaway, F.H. 1992. On evaluation of static soil properties. American Society of Civil Engineers Specialty Symposium on Stability and Performance of Slopes and Embankments - II, New York, pp. 95-115.
27. Law, K.T., Allen, D.E., Evison, S., Bartlett, M., and St. Louis, M. 1991. Workshop on Limit States Design for Foundations, Edmonton, Alta. March 25-26. Institute for Research in Construction, National Research Council of Canada, Report M43-12-1.
28. Li, K.S., and Lo, S.-C.R. 1993. Probabilistic Methods in Geotechnical Engineering. Proceedings of the Conference on Probabilistic Methods in Geotechnical Engineering, Canberra, Feb. 10-12, 1993. A.A. Balkema, Rotterdam.
29. Li, K.S., Cameron, T., and Lo, S.-C.R. 1993a. Partial safety factors for piles in clay. 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. 265-274.
30. 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, 1993. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam, pp. 29-42.
31. Lind, N.C. 1971. Consistent partial safety factors. Journal of the Structural Engineering Division, ASCE, 97(ST6): 1651-1670.
32. MacGregor, J.G. 1976. Safety and limit states design for reinforced concrete. Canadian Journal of Civil Engineering, 3: 484-513.
33. Manoliu, I., and Marcu, A. 1993. 25 years of utilization of the limit state concept in the Romanian Code 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. 2, pp. 533-542.
34. Matsumoto, T., Kusakabe, O., Suzuki, M., and Shogaki, T. 1993. Soil parameter selection for serviceability limit design of a pile foundation in a soft rock. 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. 141-151.
35. Meyerhof, G.G. 1970. Safety factors in soil mechanics. Canadian Geotechnical Journal, 7: 349-355.
36. Meyerhof, G.G. 1976. Concepts of safety in foundation engineering ashore and offshore. Proceedings of 1st International Conference on Behavior of Offshore Structures, Trondheim, Norway, Vol. 1, pp. 900-911.
37. Meyerhof, G.G. 1982. Limit states design in geotechnical engineering. Structural Safety, 1: 67-71.
38. Meyerhof, G.G. 1984. Safety factors and limit states analysis in geotechnical engineering. Canadian Geotechnical Journal, 21: 1-7.
39. Meyerhof, G.G. 1993. Development of geotechnical limit state 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. 1, pp. 1-12.
40. Meyerhof, G.G. 1995. Development of geotechnical limit state design. Canadian Geotechnical Journal, 32: 128-136.
41. Ministry of Transportation and Communication. 1979. Ontario Highway Bridge Design Code (OHBDC). 1st ed. Ministry of Transportation and Communication, Highway Engineering Division, Downsview, Ont.
42. 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 Vois.
43. Ministry of Transportation of Ontario. 1991. Ontario Highway Bridge Design Code (OHBDC). 3rd ed. Ministry of Transportation of Ontario, Downsview, Ont. Two Vois.
44. NRC. 1990. National Building Code. National Research Council of Canada, Ottawa.
45. NRC. 1995. National Building Code. National Research Council of Canada, Ottawa.
46. Okahara, M., Kimura, Y., Ochiai, H., and Matsui, K. 1993. Statistical characteristics of bearing capacity of single piles. 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. 223-232.
47. 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, Denmark, May 26-28. Sponsored by the Danish Geotechnical Society. Vol. 3, pp. 691-710.
48. Peck, R.P., Hanson, W.E., and Thornburn, T.H. 1974. Foundation engineering. 2nd ed. John Wiley & Sons, Inc., New York.
49. 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.
50. Ravindra, M.K., and Lind, N.C. 1973. Theory of structural optimization. Journal of Structural Engineering Division, ASCE, 99: 541-553.
51. 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.
52. Rosenblueth, E., and Esteva, L. 1972. Reliability basis for some Mexican codes. American Concrete Institute Publication SP-31, pp. 1-41.
53. Sato, Y., Watanabe, T., and Koyama, Y. 1993. Trial design of a tunnel segment by limit state design method. 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. 373-378.
54. Tang, W.H. 1993. Recent developments in geotechnical reliability. In Probabilistic methods in geotechnical engineering. Edited by K.S. Li and S.-C.R. Lo. A.A. Balkema, Rotterdam, pp. 3-27.
55. Whitman, R.V. 1984. Evaluating calculated risk in geotechnical engineering. The Seventeenth Terzaghi Lecture. Journal of Geotechnical Engineering, ASCE, 110(2): 145-188.