Seismic performance of group pile foundation with ground improvement during liquefaction

Author:

Sawamura YasuoORCID,Inagami Keita,Nishihara Tomohiko,Kosaka Takashi,Hattori Masahiro,Kimura Makoto

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

1. Pile response to lateral spreads: Centrifuge modeling;Abdoun;J. Geotech. Geoenviron. Eng.,2003

2. Arulanandan, K., Sybico, J. 1992. Post-Liquefaction Settlement of Sand-Mechanism and in Situ Evaluation. In: Proc. of the 4th Japan-US Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, Honolulu, HI, Technical Report NCEER 92-0019, pp. 239–247.

3. Asaoka, A., Nakano, M., Noda. T. 1998. Super loading yield surface concept for the saturated structured soils. In: Proc. of the 4th European Conference on Numerical Methods in Geotechnical Engineering-NUMGE98, pp. 232–242.

4. An elasto-plastic description of two distinct volume change mechanisms of soils;Asaoka;Soils Found.,2002

5. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation;Bao;Soils Found.,2012

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