Piles in liquefiable soils: seismic analysis and design issues

Hamada M, Yasuda S, Isoyama R, Emoto K. Study on liquefaction induced permanent ground displacements. Report for the development of earthquake prediction, Tokyo Japan; 1986.

1995

Murchison, 1996, 174

Thavaraj T, Finn WDL. A program for dynamic analysis of a single pile using a Winkler model and p–y curves. Anabuki Chair of Foundation Geodynamics, Kagawa University, Japan; 2000.

Schnabel PB, Lysmer J, Seed HB. shake: a computer program for earthquake response analysis of horizontally layered sites. Report EERC 71-12, University of California at Berkeley; 1972.

Finn, 1997

Wu, 1997, Dynamic elastic analysis of pile foundations using the finite element method in the frequency domain, Can Geotech J, 34, 34, 10.1139/cgj-34-1-34

Wu, 1997, Dynamic nonlinear analysis of pile foundations using the finite element method in the time domain, Can Geotech J, 34, 144

Finn, 1987, Centrifuge model studies of piles under simulated earthquake loading from dynamic response of pile foundations—experiment, analysis and observation, ASCE Convention, Atlantic City, New Jersey, Geotech Spec Publ, 11, 21

Abghari, 1995, Modeling of soil–pile superstructure interaction for bridge foundations. Performance of deep foundations under seismic loading, ASCE Geotech Spec Publ, 51, 45

Finn WDL, Thavaraj T. pile-3d-eff. A program for nonlinear dynamic effective stress analysis of pile foundations. Anabuki Chair of Foundation Geodynamics, Kagawa University, Japan; 1999.

Martin, 1975, Fundamentals of liquefaction under cyclic loading, J Geotech Engng Div. ASCE, 101, 423, 10.1061/AJGEB6.0000164

Byrne PM. A cyclic shear-volume coupling and pore pressure model for sand, vol. 1. Proceedings of the Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St Louis; 1991, Report 1.24. p. 47–56.

Finn WDL, Thavaraj T, Wilson DW, Boulanger RW, Kutter B. Seismic analysis of piles and pile groups in liquefiable sand. Proceedings of the Seventh International Symposium on Numerical Models in Geomechanics, NUMOG VI, Graz, Austria; 1999. p. 287–92.

Finn WDL, Thavaraj T. Deep foundations in liquefiable soils: case histories, centrifuge tests and methods of analysis. CD-ROM Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA; March 26–31 2001.

Wilson DW, Boulanger RW, Kutter BL. Soil–pile-superstructure interaction at soft or liquefiable sites. Centrifuge data report for CSP1-5, Report No. UCD/CGMDR- 97/01-05, Center for Geotechnical Modeling, CA: Department of Civil and Environmental Engineering, University of California at Davis; 1997.

Seed HB, Idriss IM. Soil moduli and damping factors for dynamic response analysis. Report #EERC 70-10, Earthquake Engineering Research Center, Berkeley, CA; 1970.

1997

Youd TL. Liquefaction induced lateral spread displacements. ReportTN-1862, Naval Civil Engineering Laboratory, Port Hueneme, California; 1993. 44 pp.

Dobry R, Abdoun T. Post-triggering response of liquefied soil in the free field and near foundations, vol. 1. State-of-the-Art Report, Proceedings of the ASCE 1998 Specialty Conference on Geotechnical Earthquake Engineering and Soil Dynamics, Seattle, WA; 3–6 August 1998. p. 270–300.

Abdoun T. Visualization of the seismic response of soil systems accepted. Proceedings of the International Conference on Physical Modeling in Geotechnics, St Johns, Newfoundland, Canada; July 2002.