Closure to “Single Piles in Lateral Spreads: Field Bending Moment Evaluation” by Ricardo Dobry, Tarek Abdoun, Thomas D. O’Rourke, and S. H. Goh
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References
Cubrinovski, M., and Ishihara, K. (2002). “Pile response to lateral spreading of liquefied soils: Demand-capacity method.” Proc., U.S.-Japan Workshop on Seismic Disaster Mitigation in Urban Areas by Geotechnical Engineering, Anchorage, Alaska, June, paper 4–4.
Cubrinovski, M., Kokusho, T., and Ishihara, K. (2004). “Interpretation of large-scale shake table tests on piles subjected to spreading of liquefied soils.” Proc., 11th Int. Conf. Soil Dynamics and Earthquake Engng., and 3rd Int. Conf. on Earthquake Geotechnical Engineering, Univ. of California, Berkeley, Calif., 2, 463–470.
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O’Rourke, T. D., Meyersohn, W. D., Shiba, Y., and Chaudhuri, D. (1994). “Evaluation of pile response to liquefaction-induced lateral spread.” Proc.,5th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, NCEER 94-0026, National Center for Earthquake Engineering Research, Buffalo, N.Y., 457–480.
Ramos, R. (1999). “Centrifuge study of bending response of pile foundation to a lateral spread including restraining effect of superstructure.” PhD thesis, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, N.Y.
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© 2005 ASCE.
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Published online: Apr 1, 2005
Published in print: Apr 2005
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