Failure Mechanisms of Pile-Supported Port Building in Liquefiable Sloping Ground During Earthquake

Author:

Mallick Monirul,Mandal Kalyan Kumar,Sahu Ramendu Bikas

Publisher

Springer Nature Singapore

Reference25 articles.

1. Finn WDL, Fujita N (2002) Piles in liquefiable soils: seismic analysis and design issues. Soil Dyn Earthq Eng 22(9–12):731–742

2. Berrill JB, Christensen SA, Keenan RP, Okada W, Pettinga JR (2001) Case studies of lateral spreading forces on a piled foundation. Geotechnique 51(6):501–517

3. Dobry R, Abdoun T (2001) Recent studies on seismic centrifuge modelling of liquefaction and its effect on deep foundation. In: Proceedings of 4th international conference on recent advances in geotechnical earthquake engineering and soil dynamics and symposium, San Diego, California, 26–31 Mar 2001

4. Hamada M (2000) Performances of foundations against liquefaction-induced permanent ground displacements. In: Proceedings of the 12th world conference on earthquake engineering, Auckland, New Zealand

5. Hamada M, O'Rourke TD (1992) Case studies of liquefaction and lifeline performance during past earthquakes. In: Japanese Case Studies, Technical Report NCEER—92-0001, vol 1, State University of New York at Buffalo, Buffalo, USA

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