Kinematic response of floating piles in a saturated soil layer subjected to seismic S-wave propagation-Reference-Cited by-同舟云学术

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Kinematic response of floating piles in a saturated soil layer subjected to seismic S-wave propagation

Published:2023-09 Issue: Volume:161 Page:105573
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zheng Changjie,Kouretzis George,Ding Xuanming

Funder

China Academy of Space Technology

National Natural Science Foundation of China

Natural Science Foundation of Fujian Province

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference56 articles.

1. Effect of compressible parameters on vertical vibration of an elastic pile in multilayered poroelastic media;Ai;Comput. Geotech.,2017

2. Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes;Anoyatis;Soil Dyn. Earthq. Eng.,2013

3. Axial kinematic response of end-bearing piles to P waves;Anoyatis;Int. J. Numer. Anal. Methods Geomech.,2013

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

5. Mechanics of deformation and acoustic propagation in porous media;Biot;J. Appl. Phys.,1962

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. Vertical seismic response of end-bearing piles in nearly saturated soil;Canadian Geotechnical Journal;2024-09-01

2. Seismic response of offshore tetrapod piled jacket foundations subjected to environmental loads in soft-over-stiff clay deposit;Computers and Geotechnics;2024-09

3. Analysis of laterally loaded floating piles using a refined Tajimi model;International Journal for Numerical and Analytical Methods in Geomechanics;2024-04-24

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