Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis-Reference-Cited by-同舟云学术

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Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis

Published:2022-11 Issue: Volume:162 Page:107464
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Tu Yuan,El Naggar M.H.,Wang Kuihua^ORCID

Funder

Natural Science Foundation of Zhejiang Province

National Natural Science Foundation of China

China Scholarship Council

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference64 articles.

1. Vertical dynamic response of an end-bearing pile considering the nonlocal effect of saturated soil;Wang;Comput Geotech,2020

2. Horizontal dynamic response of pile in unsaturated soil considering its construction disturbance effect;Wu;Ocean Eng,2022

3. Experimental and numerical study on the static lateral performance of monopile and hybrid pile foundation;Li;Ocean Eng,2022

4. Numerical analysis of the cyclic loading behavior of monopile and hybrid pile foundation;Li;Comput Geotech,2022

5. Analytical solution for distributed torsional low strain integrity test for pipe pile;Zhang;Int J Numer Anal Methods GeoMech,2022

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. Quality evaluation of ground improvement by deep cement mixing piles via ground-penetrating radar;Nature Communications;2023-06-10

2. Dynamic analysis model of open-ended pipe piles that considers soil plug slippage;Computers and Geotechnics;2023-06

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