Experimental and numerical study of pile foundations subjected to rotating machine-induced coupled excitations-Reference-Cited by-同舟云学术

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Experimental and numerical study of pile foundations subjected to rotating machine-induced coupled excitations

Published:2019-05-25 Issue:6 Volume:14 Page:614-625
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Choudhary Shiva Shankar¹,Biswas Sanjit²,Manna Bappaditya³^ORCID

Affiliation:

1. Department of Civil Engineering, National Institute of Technology Patna, Patna, India

2. Department of Civil Engineering, National Institute of Technology Sikkim, Ravangla, India

3. Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2019.1620536

Reference20 articles.

1. Experimental and Theoretical Studies on the Nonlinear Characteristics of Soil-Pile Systems under Coupled Vibrations

2. Dynamic Experiments with Group of Piles

3. Dynamic response of vertically loaded helical and driven steel piles

Cited by 3 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. Group Efficiency Ratio of Pile Groups Subjected to Harmonic Vibration;Lecture Notes in Civil Engineering;2024

2. Dynamic impedance parameters of floating piles subjected to coupled harmonic vibration;Arabian Journal of Geosciences;2023-08-09

3. Effect of cushion types on the seismic response of structure with disconnected pile raft foundation;Structures;2023-02

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