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

Study for wave force on pile holder support structure with different construction states

Authors
Cheng Peng, Bin Yu, Yina Wang
Corresponding Author
Cheng Peng
Available Online February 2018.
DOI
10.2991/ifeesm-17.2018.322How to use a DOI?
Keywords
Wave force; Pile holder support structure; Construction stages; Horizontal force; Uplift force; 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
10.2991/ifeesm-17.2018.322
ISSN
2352-5401
DOI
10.2991/ifeesm-17.2018.322How 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  - Bin Yu
AU  - Yina Wang
PY  - 2018/02
DA  - 2018/02
TI  - Study for wave force on pile holder support structure with different construction states
BT  - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
PB  - Atlantis Press
SP  - 1779
EP  - 1783
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-17.2018.322
DO  - 10.2991/ifeesm-17.2018.322
ID  - Peng2018/02
ER  -