Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction of ground flow

Author:

Cubrinovski M.,Uzuoka R.,Sugita H.,Tokimatsu K.,Sato M.,Ishihara K.,Tsukamoto Y.,Kamata T.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference21 articles.

1. Japanese Geotechnical Society. Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake. Soils and Foundations; 1998.

2. Shaking table tests on earth pressures on a pile group due to liquefaction-induced ground flow;Tanimoto;J Earthquake Eng JSCE,2003

3. Uzuoka R, Cubrinovski M, Sugita H, Sato M, Tokimatsu K, Sento N, et al. Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: shaking in the direction perpendicular to ground flow. Soil Dyn Earthquake Eng, in press, doi:10.1016/j.solidyn.2007.08.007.

4. Predictions in soil engineering;Lambe;Géotechnique,1973

5. Smith IM. Overview of numerical predictions in the VELACS project. In: Arulanandan K, Scott RF, editors. Proceedings of the verifications of numerical predictions for the analysis of soil liquefaction problems, vol. 2. 1993. p. 1321–38.

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