Centrifuge Modeling of Seismically-Induced Lateral Deformation During Liquefaction and Its Effect on Pile Foundation

Tarek Abdoun; Thomas D. O'Rourke; Ricardo Dobry; D. Chaudhuri

Centrifuge Modeling of Seismically-Induced Lateral Deformation During Liquefaction and Its Effect on Pile Foundation

Tarek Abdoun, Thomas D. O'Rourke, Ricardo Dobry, D. Chaudhuri

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Original language	English (US)
Title of host publication	Proceedings of the 6 th Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction
Place of Publication	Tokyo, Japan
Publisher	Waseda University
Pages	525-539
State	Published - Jun 1996

Cite this

Centrifuge Modeling of Seismically-Induced Lateral Deformation During Liquefaction and Its Effect on Pile Foundation. / Abdoun, Tarek; O'Rourke, Thomas D.; Dobry, Ricardo et al.
Proceedings of the 6 th Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction. Tokyo, Japan: Waseda University, 1996. p. 525-539.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abdoun, Tarek ; O'Rourke, Thomas D. ; Dobry, Ricardo et al. / Centrifuge Modeling of Seismically-Induced Lateral Deformation During Liquefaction and Its Effect on Pile Foundation. Proceedings of the 6 th Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction. Tokyo, Japan : Waseda University, 1996. pp. 525-539

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BT - Proceedings of the 6 th Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction

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