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First published January 1996

Soil-Foundation-Structure Behavior at the Oakland Outer Harbor Wharf

Abstract

The California Strong Motion Instrumentation Program's Loma Prieta records at Oakland Outer Harbor Wharf maybe used to study the free-field motions, the possible softening of soils surrounding the piles supporting the instrumented wharf, the determination of the motion on the instrumented wharf using free-field motion input and deflection-compatible lateral and vertical pile foundation stiffnesses, and conditions under which a soil-foundation interaction failure or structural failure of the batter piles might have developed.

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References

1. Schnabel P. B., Lysmer J., and Seed H. B. SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites. Report EERC 72-12. Earthquake Engineering Research Center, University of California, Berkeley, 1972.
2. Hardin B. O., and Drnevich V. P. Shear Modulus and Damping in Soils: Design Equations and Curves. Journal of Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SM7, 1972, pp. 667–692.
3. Seed H. B., and Sun J. I. Implications of Site Effects in the Mexico Earthquake of Sept. 19, 1985, for Earthquake-Resistant Design Criteria in the San Francisco Bay Area of California. Report UCB/EERC-89/03. Earthquake Engineering Research Center, University of California, Berkeley, 1989.
4. Seed H. B., and Idriss I. M. Soil Moduli and Damping Factors for Dynamic Response Analyses. Report EERC 70-10. Earthquake Engineering Research Center, University of California, Berkeley, 1970.
5. Seed H. B., Idriss I. M., Makdisi F., and Banerjee N. Representation of Irregular Stress Time Histories by Equivalent Uniform Stress Series in Liquefaction Analyses. Report EERC 75-29. Earthquake Engineering Research Center, University of California, Berkeley, 1975.
6. Norris G. M. Liquefaction of the Meloland Overcrossing During the Imperial Valley Earthquake of 1979. Bulletin of the Association of Engineering Geologists, Vol. 25, No. 2, 1988, pp. 235–247.
7. Seed H. B., Idriss I. M., and Arango I. Evaluation of Liquefaction Potential Using Field Performance Data. Journal of the Geotechnical Division, ASCE, Vol. 109, No. 3, March 1983, pp. 458–482.
8. Seed H. B., Tokimatsu K., Harder L. F., and Chung R. M. The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations. Report UCB/EERC-84/15. Earthquake Engineering Research Center, University of California, Berkeley, 1984.
9. Lam I. (Po), and Martin G. R. Seismic Design of Highway Bridge Foundations. Reports FHWA/RD-86/101, FHWA/RD-86/102, and FHWA/RD-86/103. FHWA, U.S. Department of Transportation, 1986.
10. Tentative Provisions for the Development of Seismic Regulations for Buildings. ATC 3-06. Applied Technology Council, 1978.
11. Gowda P. Laterally Loaded Pile Analysis for Layered Soil Based on the Strain Wedge Model. M.S. thesis. University of Nevada, Reno, 1991.
12. Leung W. H. IMAGES-3D: Interactive Microcomputer and Graphics of Engineering Systems—3 Dimensional. Celestial Software, Inc., Berkeley, Calif., 1988.
13. Seed R. B., Dickenson S. E., Riemer M. F., Bray J. D., Sitar N., Mithell J. K., Idriss I. M., Kayen R. E., Kropp A., Harder L. F., and Power M. S. Preliminary Report on the Principal Geotechnical Aspects of the October 17, 1989, Loma Prieta Earthquake. Report UCB/EERC 90-5. Earthquake Engineering Research Center, University of California, Berkeley, 1990.

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Article first published: January 1996
Issue published: January 1996

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© 1996 National Academy of Sciences.
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Authors

Affiliations

G. Norris
Department of Civil Engineering/258, University of Nevada, Reno, Nev. 89557.
R. Siddharthan
Department of Civil Engineering/258, University of Nevada, Reno, Nev. 89557.
Z. Zafir
Kleinfelder, 7133 Koll Center Parkway, Suite 100, Pleasanton, Calif. 94566.
S. Abdel-Ghaffar
Greiner, Inc., 1380 Lead Hill Road, Suite 100, Roseville, Calif. 95661.
P. Gowda
California Department of Transportation, State Building, Room 205, 247 W. 3rd Street, San Bernardino, Calif. 92402.

Notes

Publication of this paper sponsored by Committee on Foundations of Bridges and Other Structures.

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  1. SHAKING TABLE TESTS FOR DYNAMIC RESPONSE OF A WHARF WITH COUPLED BATTE...
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