3D Numerical Modeling of the Inertial and Kinematic Interactions of Inclined Pile Groups in Liquefiable Soils

Author:

Zheng Gang1,Zhang Wenbin2,Zhou Haizuo3ORCID,Forcellini Davide4,Zhao Jihui2,Zhang Tianqi5

Affiliation:

1. Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Ministry of Education, Tianjin 300072, China.

2. Ph.D. Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

3. Associate Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China; Key Laboratory of Coast Civil Structure Safety, Tianjin Univ., Ministry of Education, Tianjin 300072, China; Key Laboratory of Earthquake Engineering Simulation and Seismic Resilience of China Earthquake Administration, Tianjin Univ., Tianjin 300350, China (corresponding author). ORCID: .

4. Professor, Faculty of Civil Engineering, Univ. of San Marino, Via Consiglio dei Sessanta, 99, Serravalle 47899, San Marino.

5. Associate Professor, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Reference57 articles.

1. ASDEA. 2022. STKO 2021 v.3.2.0. Pre- and postprocessing tool kit for OpenSees. Pescara Italy: ASDEA.

2. Case study of lateral spreading forces on a piled foundation

3. Box, G. E., G. M. Jenkins, G. C. Reinsel, and G. M. Ljung. 2015. Time series analysis: Forecasting and control. Hoboken, NJ: Wiley.

4. Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge Tests

5. Shaking table test study on seismic performance of inclined pile foundations in liquefiable soil;Chen W.;Environ. Earth Sci.,2020

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