Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)

Analysis of wave force on steel pipe pile under construction

Authors
Cheng Peng, Longzai Ge, Bin Yu
Corresponding Author
Cheng Peng
Available Online February 2018.
DOI
10.2991/ifeesm-17.2018.86How to use a DOI?
Keywords
Construction; Wave force; Steel pipe pile; Wave load; Physical model.
Abstract

In this research, a two-dimension physical model experiment was conducted, which studied the wave force characteristics on steel pipe pile under three different construction stages. The experiment results show that the single pile horizontal force maximum and sub-maximum and total horizontal force maximum are going down as the slope pavement construction, which indicates that the wave force on steel pipe pile appears in the early stage of construction. It is necessary to pay attention to protection work under extreme wave conditions.

Copyright
© 2018, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
Series
Advances in Engineering Research
Publication Date
February 2018
ISBN
978-94-6252-453-8
ISSN
2352-5401
DOI
10.2991/ifeesm-17.2018.86How to use a DOI?
Copyright
© 2018, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Cheng Peng
AU  - Longzai Ge
AU  - Bin Yu
PY  - 2018/02
DA  - 2018/02
TI  - Analysis of wave force on steel pipe pile under construction
BT  - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
PB  - Atlantis Press
SP  - 452
EP  - 455
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-17.2018.86
DO  - 10.2991/ifeesm-17.2018.86
ID  - Peng2018/02
ER  -