Factor of Safety and Reliability in Geotechnical Engineering
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 8
1090-0241(2001)127:8(700)/asset/25369387-2cf6-4cd2-89ce-2fbdf8b92e68/assets/(asce)1090-0241(2001)127:8(700).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Becker, D. E. ( 1996). “Eighteenth Canadian Geotechnical Colloqium: Limit states design for foundations. II: Development for the National Building Code of Canada.” Can. Geotech. J., Ottawa, 33, 984–1007.
2.
Briaud, J. L., and Tucker, L. M. (1998). “Measured and predicted axial response of 98 piles.”J. Geotech. Engrg., ASCE, 114(9), 984–1001.
3.
Cherubini, C. ( 1997). “Data and considerations on the variability of geotechnical properties of soils.” Proc., ESREL '97, Lisbon, Portugal, 2, 1583–1591.
4.
Cherubini, C., and Orr, T. L. L. ( 1997). “Considerations on the applicability of semi-probabilistic Bayesian methods to geotechnical design.” Proc., 20th Convegno Nazionale di Geotecnica, Parma, Italy, 421–426.
5.
Cherubini, C., and Orr, T. L. L. ( 2000). “A rational procedure to compare measured and calculated values in geotechnics.” Proc., IS-Yokohama, Yokohama, Japan, in press.
6.
Lacasse, S. ( 1994). “Reliability and probabilistic methods.” Proc., 13th Int. Conf. on Soil. Mech. and Found. Engrg., New Delhi, India, 225–227.
7.
Orr, T. L. L., and Farrell, E. R. ( 1999). Geotechnical design to Eurocode 7, Springer, London.
8.
Snedecor, G. W., and Cochran, W. G. ( 1964). Statistical methods, University of Iowa Press, Iowa City, Iowa.
9.
Burington, R. S., and May, D. C., Jr. ( 1970). Handbook of probability and statistics, McGraw-Hill, New York.
10.
Hasofer, A. M., and Lind, N. (1974). “Exact and invariant second-moment code format.”J. Engrg. Mech., ASCE, 100(1), 111–121.
11.
Morgan, M. G., and Henrion, M. ( 1990). Uncertainty: a guide to dealing with uncertainty in quantitative risk and policy analysis, Cambridge University Press, Cambridge, U.K.
12.
Rosenblueth, E. ( 1975). “Point estimates for probability moments.” Proc., Nat. Academy of Sci., 72(10), 3812–3814.
13.
Rosenblueth, E. ( 1981). “Two-point estimates in probabilities.” Appl. Mathematical Modelling, 5(2), 329–335.
14.
Failmezger, R. A., Rom, D., and Ziegler, S. B. ( 1999). “SPT? A better approach to site characterization of residual soils using other in-situ tests.” Behavioral characteristics of residual soils, B. Edelen, ed., ASCE, Reston, Va., 158–175.
15.
Harr, M. E. ( 1977). Mechanics of particulate media: a probabilistic approach, McGraw-Hill, New York.
16.
Kulhawy, F. H., and Trautmann, C. H. ( 1996). “Estimation of in-situ test uncertainty.” Uncertainty in the geologic environment: from theory to practice, Vol. 1, C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, eds., ASCE, New York, 269–286.
17.
Schmertman, J. H. ( 1978). “Use the SPT to measure dynamic soil properties?—Yes, but . . . !” Dynamic geotechnical testing, American Society for Testing and Materials, West Conshohocken, Pa., 341–355.
18.
Schmertmann, J. H. ( 1986). “Dilatometer to compute foundation settlement.” Proc., In Situ '86: ASCE Specialty Conf. on Use of In Situ Tests and Geotech. Engrg., ASCE, Reston, Va., 303–321.
19.
Wickremesinghe, D. S. ( 1989). “Statistical characterization of soil profiles using in-situ tests.” PhD thesis, Dept. of Civ. Engrg., The University of British Columbia, Vancouver.
20.
Evans, L. T., and Duncan, J. M. ( 1982). “Simplified analysis of laterally loaded piles.” Rep. No. UCB/GT/82-04, Dept. of Civ. Engrg., University of California at Berkeley, Berkeley, Calif.
21.
Terzaghi, K. ( 1936). “Presidential address: Relation between soil mechanics and foundation engineering.” Proc., 1st Int. Conf. on Soil Mech. and Found. Engrg., Cambridge, Mass.
22.
Bjerrum, L., Frimman Claussen, C. J., and Duncan, J. M. ( 1972). “Earth pressures on flexible structures—a state-of-the-art report.” Proc., 5th European Conf. on Soil Mech. and Found. Engrg., 2, 169–196.
23.
Bjerrum, L. ( 1973). “State-of-the-art report: problems of soil mechanics and construction on soft clays and structurally unstable soils.” Proc., 8th Int. Conf. on Soil Mech. and Found. Engrg., Moscow, 3, 111–159.
24.
Germaine, J. T., and Ladd, C. C. ( 1988). “State-of-the-art: triaxial testing of saturated cohesive soils.” Advanced triaxial testing of soil and rock, ASTM, West Conshohocken, Pa., 421–459.
25.
Koutsoftas, D. C., Frobenius, P., Wu, C. L., Meyersohn, D., and Kulesza, R. (2000). “Deformations during cut-and-cover construction of MUNI Metro Turnback Project.”J. Geotech. and Geoenvir. Engrg., ASCE, 126(4), 344–359.
26.
Ladd, C. C., and Foott, R. (1974). “New design procedure for stability of soft clays.”J. Geotech. Engrg. Div., ASCE, 100(7), 763–786.
27.
Ladd, C. C., Foott, R., Ishihara, K., Schlosser, F., and Poulos, H. G. ( 1977). “Stress, deformation, and strength characteristics.” Proc., 9th Int. Conf. on Soil Mech. and Found. Engrg., Tokyo, 2, 421–494.
28.
Ladd, C. C., and Lambe, T. W. ( 1963). “The strength of undisturbed clay determined from undrained tests.” Laboratory shear testing of soils, ASTM, West Conshohocken, Pa., 342–371.
29.
Ladd, C. C., Young, G. A., Kraemer, S. R., and Burke, D. M. ( 1998). “Engineering properties of Boston blue clay from special testing program.” Proc., Geo-Congr. 98, ASCE, Reston, Va., 1–24.
30.
Lambe, T. W. ( 1967). “Stress path method.” Soil Mech. and Found. Engrg., ASCE, 93(6), 309–331.
31.
Mesri, G. ( 1989). “A reevaluation of = using laboratory shear tests.” Can. Geotech. J., Ottawa, 29(1), 162–164.
32.
Azzouz, A. S., Baligh, M. M., and Ladd, C. C. (1983). “Corrected field vane strength for embankment design.”J. Geotech. Engrg., ASCE, 109(5), 730–734.
33.
Baecher, G. B., and Ladd, C. C. ( 1997). “Formal observational approach to staged loading.” Transp. Res. Rec. No. 1582, Transportation Research Board, Washington, D.C., 49–52.
34.
Bjerrum, L. ( 1972). “Embankments on soft ground: SOA Report.” Proc., Specialty Conf. on Performance of Earth and Earth-Supported Struct., ASCE, New York, 2, 1–54.
35.
Chandler, R. J. ( 1988). “The in-situ measurement of the undrained shear strength of clays using the field vane: SOA paper.” Vane shear strength testing in soils, field and laboratory studies, STP 1014, ASTM, West Conshohocken, Pa., 13–44.
36.
DeGroot, D. J., Ladd, C. C., and Germaine, J. T. ( 1992). “Direct simple shear testing of cohesive soils.” Res. Rep. R92-18, Dept. of Civ. Engrg., MIT, Cambridge, Mass.
37.
Germaine, J. T., and Ladd, C. C. ( 1988). “Triaxial testing of saturated cohesive soils: SOA paper.” Advanced triaxial testing of soil and rock, STP 977, ASTM, West Conshohocken, Pa., 421–459.
38.
Ladd, C. C. (1991). “Stability evaluation during staged construction.”J. Geotech. Engrg., ASCE, 117(4), 540–615.
39.
Wright, S. G. ( 1991). UTEXAS3: a computer program for slope stability calculations, Shinoak Software, Austin, Tex.
40.
Li, K. S. ( 1989). “Discussion of `Stability of gravity platform: reliability analysis.”' Géotechnique, London, 39(4), 561–562.
41.
Li, K. S. ( 1991). “Discussion of `Embankment reliability versus factor of safety: before and after slide repair.”' Int. J. for Numer. and Analytical Methods in Geomech., 15(12), 893–895.
42.
Li, K. S. ( 1992). “Some common mistakes in probabilistic analysis of slopes.” Proc., 6th Int. Symp. on Landslides, Christchurch, New Zealand, 1, 475–480.
43.
Li, K. S., and Lee, I. K. ( 1991). “The assessment of geotechnical safety.” Selected topics in geotechnical engineering—Lumb volume, K. S. Li, ed., University of New South Wales, Kensington, Australia, 195–229.
44.
Li, K. S., and Lumb, P. ( 1987). “Probabilistic design of slopes.” Can. Geotech. J., Ottawa, 24(4), 520–535.
45.
Lumb, P. ( 1966). “The variability of natural soils.” Can. Geotech. J., Ottawa, 3, 74–97.
46.
Lumb, P. ( 1967). “Statistical methods in soil investigations.” Proc., 5th Australian–New Zealand Conf. on Soil Mech. and Found. Engrg., 26–33.
47.
Lumb, P. ( 1968). “Statistical aspects of soil measurements.” Proc., 4th Australian Road Res. Conf., 4, 1761–1770.
48.
Nadim, F., and Lacasse, S. ( 1999). “Probabilistic slope stability evaluation.” Geotech. Risk Mgmt., Proc., Ann. Seminar of Geotech. Div., Hong Kong Institution of Engineers, Hong Kong, 179–186.
49.
Vanmarcke, E. H. (1977). “Probabilistic modeling of soil profile.”J. Geotech. Engrg., ASCE, 103(11), 1227–1246.
50.
Barneich, J., Majors, D., Moriwaki, Y., Kulkarni, R., and Davidson, R. ( 1996). “The reliability analysis of a major dam project.” Proc., Uncertainty '96, ASCE, Reston, Va., 1367–1382.
51.
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.
52.
Whitman, R. V. (1984). “Evaluating calculated risk in geotechnical engineering.”J. Geotech. Engrg., ASCE, 110(2), 145–188.
53.
Schmertmann, J. H. (1989). “Density tests above zero air voids line.”J. Geotech. Engrg., ASCE, 115(7), 1003–1018.
54.
Duncan, J. M., and Smith, C. J. ( 2000). Proc., Workshop on Risk Assessment for Seepage and Piping in Dams and Found., Ctr. for Geotech. Practice and Res., Virginia Tech, Blacksburg, Va.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 127 • Issue 8 • August 2001
Pages: 700 - 721
History
Published online: Aug 1, 2001
Published in print: Aug 2001
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.