The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads-Reference-Cited by-同舟云学术

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The effect of model scale, acceleration history, and soil condition on closed-ended pipe pile response under coupled static-dynamic loads

Published:2022 Issue:2 Volume:19 Page:1-21
ISSN:1727-2394
Container-title:International Journal of Applied Science and Engineering
language:en
Short-container-title:Int. J. Appl. Sci. Eng.

Author:

Al-Jeznawi Duaa,Jais I. B. Mohamed,Albusoda Bushra S.

Publisher

Chaoyang University of Technology (IJASE)

Subject

Control and Optimization,General Engineering,General Agricultural and Biological Sciences,General Chemical Engineering,Numerical Analysis

Link

https://gigvvy.com/journals/ijase/articles/19/2/ijase-202206-19-2-007.pdf

Cited by 8 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. Response of group piles subjected to coupled vertical-eccentric lateral-seismic loads;Results in Engineering;2024-09

2. Response of Pipe Piles Embedded in Sandy Soils Under Seismic Loads;Transportation Infrastructure Geotechnology;2023-06-29

3. Design charts and equations of the frictional resistance of single pipe pile under static and seismic loads;International Journal of Computational Materials Science and Engineering;2023-06-29

4. Seismic performance assessment of single pipe piles using three-dimensional finite element modeling considering different parameters;EARTHQ STRUCT;2023

5. Comparing a single pile's axial bearing capacity using numerical modeling and analytical techniques;Results in Engineering;2023-03

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