Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil-Reference-Cited by-同舟云学术

Closed‐form formulation of vertical dynamic response of single floating piles in homogeneous viscoelastic soil

Published:2022-08-09 Issue:15 Volume:46 Page:2931-2943
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Zheng Changjie¹^ORCID,Kouretzis George²,Ding Xuanming³^ORCID,Luan Lubao⁴^ORCID

Affiliation:

1. Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering College of Civil Engineering Fujian University of Technology Fuzhou China

2. Priority Research Centre for Geotechnical Science and Engineering College of Engineering Science and Environment The University of Newcastle Newcastle Australia

3. Key Laboratory of New Technology for Construction of Cities in Mountain Area of Ministry of Education College of Civil Engineering Chongqing University Chongqing China

4. College of Engineering Ocean University of China Qingdao China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3434

Reference44 articles.

1. Simple method for dynamic stiffness and damping of floating pile groups

2. Dynamic pile-soil-pile interaction. Part I: Analysis of axial vibration