Resistance factors for single driven piles from experiments

Transportation Research Record

Volumn , Issue 1569, 1997, Pages 47-54

  Yoon, Gil L ^a   O'Neill, Michael W ^b  

^a HYUNDAI Engineering and Construction   (South Korea)

^b UNIVERSITY OF HOUSTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0003164123     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1569-06     Document Type: Article

References (19)

1. AASHTO LRFD Bridge Design Specifications, First Edition, Section 10: Foundations. American Association of State Highway and Transportation Officials, Washington, D.C., 1994.
2. Cornell, A. A Probabilistic Based Structural Code. Journal of the American Concrete Institute, Vol. 66, No. 12, 1969, pp. 974-985.
3. Yoon, G. L. Reliability Analysis of Driven Piles for Load and Resistance Factor Design Piles at an Overconsolidated Clay Site. Ph.D. thesis. University of Houston, Houston, Tex., Dec. 1995, 423 pp.
4. Phoon, K. K., F. H. Kulhawy, and M. D. Grigoriu. Reliability-Based Design of Foundations for Transmission Line Structures. Report TR-105000, Project 1493-04. Electric Power Research Institute, Palo Alto, Calif., 1995.
5. Yoon, G. L., and M. W. O'Neill. Design Model Bias Factors for Driven Piles in Clay from Experiments at NGES-UH. In Uncertainty in the Geological Environment: From Theory to Practice (C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, eds.), Geotechnical Special Publication 58, Vol. 2, ASCE, New York, Aug. 1996, pp. 759-773.
6. Mahar, L. J., and M. W. O'Neill. Geotechnical Characterization of Desiccated Clay. Journal of Geotechnical Engineering, ASCE, Vol. 109, No. 1, 1983, pp. 56-71.
7. Dunnavant, T. W. Experimental and Analytical Investigation of the Behavior of Single Piles in Overconsolidated Clay Subjected to Lateral Loads. Ph.D. thesis. University of Houston, Houston, Tex., Aug. 1986.
8. O'Neill, M. W., and G. Yoon. (1995). Some Engineering Properties of Overconsolidated Pleistocene Soils of the Texas Gulf Coast. In Transportarion Research Record 1479, TRB, National Research Council, Washington, D.C., 1995, pp. 81-88.
9. O'Neill, M. W., R. A. Hawkins, and L. J. Mahar. Field Study of Pile Group Action. Report FHWA/RD-81/002. Office of Research and Development, Materials Division, FHWA, U.S. Department of Transportation, 1981.
10. Isaaks, E. H., and R. M. Srivastava. An Introduction taoApplied Geostatistics. Oxford University Press, Oxford, England, 1989.
11. Schmertmann, J. H. Guide for Cone Penetration Test: Performance and Design. Report FHWA-TS-209. FHWA, U.S. Department of Transportation, 1978.
12. Tumay, M. T., and M. Fakhroo. Pile Capacity in Soft Clays Using Electric QCPT Data. In Symposium on Cone Penetration Testing and Experience, ASCE, Oct. 1981, pp. 434-455.
13. Bustamante, M., and L. Gianeselli. Pile Bearing Capacity by Means of Static Penetrometer CPT. In Proc., 2nd European Symposium on Penetration Testing, Balkema, Rotterdam, Netherlands, 1982, pp. 493-500.
14. Tomlinson, M. J. Pile Design and Construction Practice. Letchworth, London, 1977.
15. Recommended Practice for Planning, Design, and Constructing Fixed Offshore Platforms, 19th ed. RP2A. American Petroleum Institute, Washington. D.C., 1991.
16. Nowak, A. S. Load and Resistance Factors for Bridge Design Code. In Proc., 1993 Structures Congress, ASCE, 1993, pp. 538-543.
17. Meyerhof, G. G. Evolution of Safety Factors and Geotechnical Limit State Design. Canadian Geotechnical Journal, Vol. 32, No. 1, 1995, pp. 128-136.
18. Kulhawy, F. H., and K. K. Phoon. Engineering Judgment in the Evolution from Deterministic to Reliability-Based Foundation Design. In Uncertainty in the Geological Environment: From Theory to Practice (C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, eds.). Geotechnical Special Publication 58. Vol. 1, ASCE, New York, Aug. 1996, pp. 29-48.
19. Berger, J., and G. G. Goble. Soil Resistance Factors for LRFD of Driven Piles. In Proc., International Conference on Design and Construction of Deep Foundations, Vol. II, FHWA, U.S. Department of Transportation, 1994, pp. 427-438.