Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system

Author:

Xu Chengshun,Liu Hao,Dou Pengfei,Wang Jinting,Chen Su,Du Xiuli

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Bhattacharya S, Hyodo M, Goda K, Tazoh T and Taylor CA (2011), “Liquefaction of Soil in the Tokyo Bay Area from the 2011 Tohoku (Japan) Earthquake,” Soil Dynamics and Earthquake Engineering, 31: 1618–1628.

2. Chang D, Boulanger RW, Kutter BL, et al. (2005), “Inertiall and Spreading Load Combinations of Soil-Pile-Structure System During Liquefaction-Induced Lateral Spreading in Centrifuge Tests,” Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan.

3. Chatterjee K, Choudhury D, Murakami A, et al. (2020), “P-y Curves of 2×2 Pile Group in Liquefiable Soil Under Dynamic Loadings,” Arabian Journal of Geosciences, 2020(13): 585.

4. Chatterjee K, Choudhury D, Rao VD, et al. (2019) “Seismic Response of Single Piles in Liquefiable Soil Considering P-delta Effect,” Bulletin of Earthquake Engineering, 17(6): 2935–2961.

5. Cheng Z, Dafalias YF and Manzari MT (2013), “Application of SANISAND Dafalias-Manzari Model in FLAC3D,” In: Proceedings of the The 3rd International FLAC/DEM Symposium, Hangzhou, China.

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