Analytical Solution to Horizontal Vibrations of Large-Diameter Piles in Layered Pasternak Soils-Reference-Cited by-同舟云学术

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Analytical Solution to Horizontal Vibrations of Large-Diameter Piles in Layered Pasternak Soils

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cui Chunyi¹^ORCID,Xin Yu²,Xu Chengshun³,Zhang Peng⁴,Liang Zhimeng²,Liu Hailong⁵^ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, Dalian Maritime Univ., Dalian 116026, China (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil Engineering, Dalian Maritime Univ., Dalian 116026, China.

3. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Professor, Dept. of Civil Engineering, Dalian Maritime Univ., Dalian 116026, China.

5. Associate Professor, Dept. of Civil Engineering, Dalian Maritime Univ., Dalian 116026, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8882

Reference47 articles.

1. Dynamic response of a laterally loaded fixed-head pile group in a transversely isotropic multilayered half-space;Ai Z. Y.;J. Sound Vib.,2016

2. Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations;Anoyatis G.;Soil Dyn. Earthquake Eng.,2017

3. Kinematic Winkler modulus for laterally-loaded piles;Anoyatis G.;Soils Found.,2017

4. Non-linear soil stiffness in routine design;Atkinson J. H.;Géotechnique,2000

5. Free vibrations of Timoshenko beam-columns on Pasternak foundations;Calio I.;J. Vib. Control,2013

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. A new analytical solution for horizontal vibration of floating pile in saturated soil based on FSSP method;Soil Dynamics and Earthquake Engineering;2024-12

2. Novel analytical approach for vertical dynamic response of floating pile groups based on a fictitious soil pile model;Soil Dynamics and Earthquake Engineering;2024-08

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