Mitigation measures for pile groups behind quay walls subjected to lateral flow of liquefied soil: Shake table model tests

Author:

Motamed Ramin,Towhata Ikuo

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Hamada, H., Yasuda, S., Isoyama, R., and Emoto, K. Study on liquefaction induced permanent ground displacements. Research report, Association for the Development of Earthquake Prediction, Japan, 1986.

2. Tokimatsu K, Asaka Y. Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken–Nambu earthquake. Special Issue of Soils and Foundations, 1998, p. 163–177 [special issue].

3. Yasuda S, Ishihara K, Morimoto I, Orense R, Ikeda M, Tamura S. Large-scale shaking table tests on pile foundations in liquefied ground. In: Proceedings of the 12th world conference on earthquake engineering, New Zealand, 2000, Paper no. 1474.

4. Interpretation from large-scale shaking table tests on piles undergoing lateral spreading in liquefied soils;Cubrinovski;Soil Dynamics and Earthquake Engineering,2006

5. Orense R, Ishihara K, Yasuda S, Morimoto I, Takagi M. Soil spring constants during lateral flow of liquefied ground. In: Proceedings of the 12th world conference on earthquake engineering, New Zealand, 2000, Paper no. 2099.

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