Study on the Stability of Coffer Dams under the Action of Percolation Force

DOI

10.2991/mseee-18.2018.37How to use a DOI?

Keywords

percolation force, cofferdam structure, global stability, PLAXIS 3D finite element software.

Abstract

Based on a cofferdam project of Dalian, the global stability of cofferdam structure under the action of percolation force is calculated by simulation analysis methods. The study results show that the action of percolation force can effectively increase the stability for the out-sea side, but at the same time, the safety factor of the in-sea side would be reduced and harm the stability of in sea side slope.

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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TY  - CONF
AU  - Wenbin Liu
AU  - Ruiqi Zhang
PY  - 2018/08
DA  - 2018/08
TI  - Study on the Stability of Coffer Dams under the Action of Percolation Force
BT  - Proceedings of the 2nd International Conference on Material Science, Energy and Environmental Engineering (MSEEE 2018)
PB  - Atlantis Press
SP  - 212
EP  - 216
SN  - 2352-5401
UR  - https://doi.org/10.2991/mseee-18.2018.37
DO  - 10.2991/mseee-18.2018.37
ID  - Liu2018/08
ER  -