Dynamic Centrifuge Model Tests on Plate-Shaped Building Supported by Pile Foundation on Thin Load-Bearing Stratum Overlying Soft Clay Layer

Author:

Okumura Takehiro,Hamada Junji

Publisher

Springer International Publishing

Reference7 articles.

1. Kohama, E., Sugano, T.: Centrifugal model tests on the dynamic behavior of pile foundation structures in cohesive soil during earthquakes. In: 39th Japan National Conference on Geotechnical Engineering, pp. 1791–1792 (2004). (in Japanese)

2. Zhang, L., Goh, S.H., Liu, H.: Seismic response of pile-raft-clay system submitted to a long-duration earthquake: centrifuge test and final element analysis. Soil Dyn. Earthq. Eng. 92, 488–502 (2017)

3. Garala, T.K., Madabhushi, G.S.P.: Seismic behavior of soft clay and its influence on the response of friction pile foundations. Bull. Earthq. Eng. 17, 1919–1939 (2019)

4. Okumura, T., Honda, T., Hamada, J.: Dynamic centrifuge model tests on plate-shape building’s pile foundation in clayey ground. In: Proceedings of 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (2019)

5. Kazama, M., Inatomi, T.: Application of centrifuge model testing to dynamic problems. J. Jpn. Soc. Civ. Eng. 477(I-25), 83–92 (1993). (in Japanese)

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Dynamic centrifuge model tests on piled raft foundation and evaluation of sectional forces of piles;Japanese Geotechnical Society Special Publication;2024

2. Dynamic Centrifuge Model Tests on Plate-Shaped Building Supported by Pile Foundation on Thin Load-Bearing Stratum Overlying Soft Clay Layer;Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022);2022

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