Have a personal or library account? Click to login
Effect of Reinforcement Ratio and Vertical Load Level on Lateral Capacity of Bridge Pile Foundations Cover

Effect of Reinforcement Ratio and Vertical Load Level on Lateral Capacity of Bridge Pile Foundations

Polish Maritime Research
Volume 25 (2018): Issue s3 (December 2018)
By: Fan Qinglai and  Gao Yufeng  
Open Access
|Jan 2019

Authors

Fan Qinglai

fanqinglai@foxmail.com

School of Civil Engineering, Ludong University,, Yantai, China

Gao Yufeng

yfgao@163.com

College of Civil and Transportation Engineering, Hohai University,, Nanjing, China
DOI: https://doi.org/10.2478/pomr-2018-0120 | Journal eISSN: 2083-7429 | Journal ISSN: 1233-2585
Journal RSS Feed
Language: English
Page range: 120 - 126
Published on: Jan 11, 2019
Published by: Gdansk University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
cross-sea bridge,
pile foundations,
lateral capacity,
concrete damage,
numerical analysis
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other,
Geosciences,
Atmospheric science and climatology,
Life sciences,
Life sciences, other

© 2019 Fan Qinglai, Gao Yufeng, published by Gdansk University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Previous articleVolume 25 (2018): Issue s3 (December 2018)Next article