Paper Titles
Nonlinear Finite Element Analysis of Flexible Berthing Pier Based on P-Y Curves
p.1923
Wave-in-Deck Impulsive Pressure on Unsheltered Jetties Exposed to Waves and Current
p.1928
Analogue Simulation of Dynamic Interaction of Sea Ice and a Pier Column Structure
p.1937
Separation of Wave Setup from Water Level Data of SandyDuck ’97 Experiment
p.1942
Analysis of the Working Characteristics of High-Pile Wharf Pile Foundation under Berthing Load
p.1946
The Application of FPSO in Oil and Gas Exploitation
p.1952
Experimental Investigation on Scour around Marine Pipelines in Silt Beds by Jet Trenching
p.1956
Simulation of Wave Slamming on Open-Piled Structures Based on FLUENT
p.1960
Suitability Analysis of Ecological Restoration for Coastal Area under Transportation Construction
p.1965

Analysis of the Working Characteristics of High-Pile Wharf Pile Foundation under Berthing Load

Article Preview

Abstract:

In order to study the working characteristics of high-pile wharf pile foundation under berthing load, our team conducted the field test and established the numerical models. Analyzing the data from the test and models, the relationship between load and displacement of piles was deduced primarily. It’s proven to be usability.

You might also be interested in these eBooks
Advances in Civil Engineering II View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 256-259)

Pages:

1946-1951

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.256-259.1946

Citation:

Cite this paper

Online since:

December 2012

Authors:

Yao Feng Xie, Wei Qing Tang, Jie Ping Tang

Keywords:

Berthing Load, Field Test, Numerical Model, Pile

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] Renli Hu. Design of the Bridge Foundation. People Railway Press. 1976. (In Chinese)

Google Scholar

[2] Poulos, H.G.and Davis, E.H.. Pile Foundation Analysis and Design [M], Chapter 7 and 8. New York: John Wiley and Sons, 1980.

Google Scholar

[3] Jinchang Wang, Yekai Chen. ABAQUS application in Civil Engineering [M]. Zhejang: Zhejiang University Press, 2006. (In Chinese)

Google Scholar

[4] Chongjiu Zhao, Hongfeng Xiong, Xianpeng Liu. Ship impact force distribution research of pier bent in high-piled wharf [J]. Journal of Waterway and Harbor. 2010, 32(2):132-137. (In Chinese)

Google Scholar

[5] Yohsuke Kawamata, Scott A. Ashford, Nontapat Nimityongskul. Full-Scale Lateral Pile Load Test in Rock Fill. Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008, GSP 181©2008 ASCE.

DOI: 10.1061/40975(318)200

Google Scholar

[6] A. Takahashi, J. Takemura. Liquefaction-induced large displacement of pile-supported wharf [J]. Soil Dynamics and Earthquake Engineering, 2005, 25:811–825

DOI: 10.1016/j.soildyn.2005.04.010

Google Scholar

[7] Christian Ledezma, Jonathan D.Bray. Probabilistic Performance-Based Procedure to Evaluate Pile Foundations at Sites with Liquefaction-Induced Lateral Displacement. Journal of Geotechnical and Geonevironmental Engineering. 2010, 136(3): 464-476

DOI: 10.1061/(asce)gt.1943-5606.0000226

Google Scholar