Seismic response of liquefaction sites

Journal of Geotechnical Engineering

Volumn 123, Issue 1, 1997, Pages 37-45

  Pease, J W ^a,b   O'Rourke, T D ^a,c  

^a ASCE   (United States)

^b URS CORPORATION   (United States)

^c Cornell University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; OSCILLATIONS; PORE PRESSURE; SAND; SOIL MECHANICS; STRAIN;

LIQUEFACTION SITES; SEISMIC RESPONSE; SHEAR MODULUS REDUCTION; TRANSIENT SHEAR STRAINS;

SOIL LIQUEFACTION;

MODELLING; SEISMIC RESPONSE; SOILS; UNDERGROUND PIPELINES;

DISPLACEMENT; LIQUEFACTION; LOMA PRIETA EARTHQUAKE 1989; PIPELINE; PORE PRESSURE; SEISMIC RESPONSE; SHEAR MODULUS; SOIL;

USA, CALIFORNIA, SAN FRANCISCO;

EID: 0030738429     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:1(37)     Document Type: Article

References (30)

1. Applied Technology Council (ATC). (1985). "Earthquake damage evaluation data for California." Rep. ATC-13, Redwood City, Calif.
2. Brady, G. A., and Shakal, A. F. (1994). "Strong-motion recordings." The Loma Prieta, California Earthquake of October 17, 1989 - Strong Ground Motion and Ground Failure, Profl. Paper 1551-A, R. E. Borcherdt, ed., U.S. Geological Survey, U.S. Govt. Printing Ofc., Washington, D.C., A109-A119.
3. de Alba, P., Benoit, J., Pass, D. G., Carter, J. J., Youd, T. L., and Shakal, A. F. (1994). "Deep instrument array at Treasure Island naval station." The Loma Prieta, California Earthquake of October 17, 1989 - Strong Ground Motion and Ground Failure, Profl. Paper 1551-A, R. E. Borcherdt, ed., U.S. Geological Survey, U.S. Govt. Printing Ofc., Washington, D.C., A155-A168.
4. Elgamal, A.-W., Zeghal, M., and Parra, E. (1996). "Liquefaction of reclaimed island in Kobe, Japan." J. Geotech. Engrg., ASCE, 122(1), 39-49.
5. Finn, W. D. L., Ventura, C. E., and Wu, G. (1993). "Analysis of ground motions at Treasure Island site during the 1989 Loma Prieta earthquake." Soil Dyn. and Earthquake Engrg., 12(7), 383-390.
6. Geomatrix Consultants. (1990). "Compilation of data and information for evaluation of interior area performance, naval station Treasure Island, San Francisco, California." Proj. Rep. 1539.09, Vol. 4, San Francisco, Calif.
7. Gibbs, J. F., Fumal, T. E., Boore, D. M., and Joyner, W. B. (1992). "Seismic velocities and geologic logs from borehole measurements at seven strong-motion stations that recorded the Loma Prieta earthquake." Open File Rep. 92-287, U.S. Geological Survey, Menlo Park, Calif.
8. Hanks, T. C., and Brady, A. G. (1991). "The Loma Prieta earthquake ground motion and damage in Oakland, Treasure Island, and San Francisco, Bull. of the Seismological Soc. of Am., 81(5), 2019-2047.
9. Harris, S. K., and Egan, J. A. (1992). "Effects of ground conditions on the damage to four-story corner apartment buildings." The Loma Prieta, California Earthquake of October 17, 1989-Marina District, Profl. Paper 1551-F, T. D. O'Rourke, ed., U.S. Geological Survey, U.S. Govt. Printing Ofc., Washington, D.C., F181-F194.
10. Hryciw, R. D., Rollins, K. M., Homolka, M., Shewbridge, S. E., and McHood, M. (1991). "Soil amplification at Treasure Island during the Loma Prieta earthquake." Proc., 2nd Int. Conf. on Recent Adv. in Geotech. Earthquake Engrg. and Soil Dyn., Paper LP20, Univ. of Missouri-Rolla, Rolla, Mo., 1679-1695.
11. Iai, S., Morita, T., Kameoka, T., Matsunaga, Y., and Abiko, K. (1995). "Response of a dense sand deposit during the 1993 Kushiro-Oki earthquake." Soils and Found., 35(1), 115-131.
12. Idriss, I. M. (1991). "Response of soft soil sites during earthquakes," Proc., H. B. Seed Memorial Symp., Vol. 2, Bitech Publishers, Ltd., Vancouver, B.C., Canada, 273-289.
13. Mitchell, J. K., and Tseng, D.-J. (1991). "Assessment of liquefaction potential by cone penetration resistance." Proc., H. B. Seed Memorial Symp., Vol. 2, Bitech Publishers, Ltd., Vancouver, B.C., Canada, 335-350.
14. National Research Council. (1985). Liquefaction of soils during earthquakes. Com. on Earthquake Engrg., National Academy Press, Washington, D.C.
15. O'Rourke, T. D., and Harris, C. W. (1983). "Effects of adjacent excavation on gas pipelines." Operating Adjacent Sect., Proc., Am. Gas Assn., Arlington, Va., 254-263.
16. O'Rourke, T. D., Gowdy, T. E., Stewart, H. E., and Pease, J. W. (1991). "Lifeline and geotechnical aspects of the 1989 Loma Prieta earthquake." Proc., 2nd Int. Conf. on Recent Adv. in Geotech. Engrg. and Soil Dyn., Univ. of Missouri-Rolla, Rolla, Mo., 1601-1612.
17. O'Rourke, T. D., Pease, J. W., and Stewart, H. E. (1992). "Lifeline performance and ground deformation during the earthquake." The Loma Prieta, California, Earthquake of October 17, 1989 - Marina District, U.S. Geological Survey Profl. Paper 1551-F, U.S. Government Printing Office, Washington, D.C., 155-179.
18. Pease, J. W., and O'Rourke, T. D. (1993). "Liquefaction hazards in the Mission District and South of Market areas, San Francisco, California." Final Rep., U.S.G.S. Grant 14-08-0001-G2128, School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
19. Pease, J. W., and O'Rourke, T. D. (1995). "Liquefaction hazards in the San Francisco Bay region: site investigation, modeling, and hazard assessment at areas most seriously affected by the 1989 Loma Prieta earthquake." Final Rep., U.S.G.S. Grant No. 1434-93-G-2332, School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
20. Redpath Geophysics. (1991). "Seismic velocity logging in the San Francisco Bay area." Prepared for Rep., EPRI Agreement No. RP3014-06, Electric Power Research Institute, Palo Alto, Calif.
21. Robertson, P. K., and Campanella, R. G. (1983). "Interpretation of cone penetration tests. Part I: sand." Can. Geotech. J., Ottawa, Canada, 20(4), 718-733.
22. Roesset, J. M. (1977). "Soil amplification of earthquakes." Numer. Methods in Geotech. Engrg., McGraw-Hill Book Co., Inc., New York, N.Y., 639-682.
23. Rollins, K. M., Hyrciw, R. D., Homolka, M., and Shewbridge, S. E. (1994). "Ground response on Treasure Island." The Loma Prieta, California Earthquake of October 17, 1989 - Strong Ground Motion, Profl. Paper 1551-A, R. E. Borcherdt, ed., U.S. Geological Survey, U.S. Govt. Printing Ofc., Washington, D.C., A109-A119.
24. Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). "SHAKE: a computer program for earthquake response analysis of horizontally layered sites," Rep. No. EERC 72-12, Univ. of California, Berkeley, Calif.
25. Seed, H. B., and de Alba, P. (1986). "Use of SPT and CPT tests for the liquefaction resistance of soils." Geotech. Special Publ. No. 6, ASCE, New York, N.Y., 281-303.
26. Seed, H. B., Wong, R. T., Idriss, I. M., and Tokimatsu, K. (1986). "Moduli and damping factors for dynamic analyses of cohesionless soils." J. Geotech. Engrg., ASCE, 112(11), 1016-1032.
27. Seed, R. B., Dickenson, S. E., and Mok, C. M. (1992). "Recent lessons regarding seismic response analysis of soft and deep clay sites." Proc., 4th U.S.-Japan Workshop on Earthquake Resistant Des. of Lifeline Fac. and Countermeasures for Soil Liquefaction, NCEER-92-0019, Nat. Ctr. for Earthquake Engrg. Res., Buffalo, N.Y., 131-146.
28. Taki, H., and O'Rourke, T. D. (1984). "Factors affecting the performance of cast iron pipe." Geotech. Engrg. Rep. 84-1, School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
29. Youd, T. L., and Keefer, D. K. (1994). "Liquefaction during the 1977 San Juan Province, Argentina earthquake (Ms = 7.4)." Engrg. Geol., 37(3), 211-233.
30. Zeghal, M., and Elgamal, A.-W. (1994). "Analysis of site liquefaction using earthquake records." J. Geotech. Engrg., ASCE, 120(6), 996-1017.