A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects-Reference-Cited by-同舟云学术

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A new approach for longitudinal vibration of a large-diameter floating pipe pile in visco-elastic soil considering the three-dimensional wave effects

Published:2020-12 Issue: Volume:128 Page:103840
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Meng Kun^ORCID,Cui Chunyi,Liang Zhimeng,Li Haijiang,Pei Huafu

Funder

China Scholarship Council

State Key Laboratory of Coastal and Offshore Engineering

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Numerical evaluation of effects of nonlinear lateral pile vibrations on nonlinear axial response of pile shaft;Allani;Soils Found.,2013

2. Dynamic Winkler modulus for axially loaded piles;Anoyatis;Geotechnique,2012

3. Analytical evaluation of impedances and kinematic response of inclined piles;Carbonari;Eng. Struct.,2016

4. Effects of the source on wave propagation in pile integrity testing;Chai;J. Geotech. Geoenviron. Eng.,2010

5. Low strain integrity testing of piles: 3D effects;Chow;J. Geotechn. Geoenviron. Eng.,2003

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