Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numericalsimulation

Author:

Bao Xiaohua,Morikawa Yukihiro,Kondo Yoshimitsu,Nakamura Keisuke,Zhang Feng

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference26 articles.

1. Adachi, Y. (2009): A study on damage mechanism of pile foundations at earthquake and the development of earthquake resistant reinforcement method, Doctoral dissertation, Toyohashi University of Technology.

2. Bhattacharys, S., Dash, S.R. Lombardi, D., Alexander, N.A. Tazoh, T. (2011): Dynamic centrifuge tests to study the transient bending moments in piles during liquefaction. In: Proceedings of 4th Japan–Greece Workshop Seismic Design of Foundations, Innovations in Seismic Design, and Protection of Cultural Heritage, Tazoh and Gazetas (Eds.), vol. 1, 107–121.

3. Independent reinforced soil structure with pile foundation -Piled geo-wall: an experimental study on the application to seismic measure for embankment-;Hara;Soils and Foundations,2010

4. Ishizaki, S., Nagao, T. Tokimatsu, K. (2011): Dynamic centrifuge model test of pile-supported building with semi-rigid head connection in liquefiable soil. In: Proceedings of 4th Japan–Greece Workshop Seismic Design of Foundations, Innovations in Seismic Design, and Protection of Cultural Heritage, Tazoh, Gazetas (Eds.), vol. 2, 237–246.

5. Soil-water coupling analysis of real-scale field test for 9-pile foundation subjected to cyclic horizontal loading;Jin;Geotechnical Special Publication, Deep foundation and Geotechnical in situ test, ASCE,2010

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