Dynamic centrifuge model tests on piled raft foundation and evaluation of sectional forces of piles

Author:

Hamada Junji1,Okumura Takehiro1,Honda Tsuyoshi1

Affiliation:

1. Takenaka R&D Institute

Publisher

The Japanese Geotechnical Society

Reference7 articles.

1. 1) Hamada, J., Tsuchiya, T., Tanikawa, T. and Yamashita, K. (2015): Lateral Loading Tests on Piled Rafts and Simplified Method to Evaluate Sectional Forces of Piles, Geotechnical Engineering Journal of the SEAGS & AGSSEA, Vol.46, No.2, 29-42.

2. 2) Hamada, J., Okumura, T. and Honda, T. (2019): Centrifuge model tests on seismic behavior of piled raft foundation with soil-cement wall in soft clayey ground, Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions, (7ICEGE,) 2787-2794.

3. 3) Kohama, E. and Sugano, T. (2004): Centrifuge model test on the dynamic behavior of pile structures in cohesive soil layer during earthquakes, 39th Japan National Conference on Geotechnical Engineering, 1791-1792 (in Japanese).

4. 4) Okumura T. and Hamada J. (2022): Dynamic centrifuge model tests on plate-shaped building’s pile foundation in the soft clayey ground; effect of building’s moment of inertia, Proceedings of 20th International Conference on Soil Mechanics and Geotechnical Engineering.

5. 5) Poulos, H. G. (2001): Piled raft foundations: design & applications, Geotechnique 51(2), 95-113.

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