E3S Web Conf.
Volume 198, 20202020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
|Number of page(s)||3|
|Section||Geosynthetics Applied Design Theory and Method|
|Published online||26 October 2020|
Simulation of the newly-built temporary cofferdam stability under the regular wave condition
1 Tianjin Port Engineering Institute Co., Ltd. Of CCCC First harbor engineering Co., Ltd., Tianjin, 300222, China
2 CCCC First Harbor Engineering Company Ltd., Tianjin, China
3 Key Laboratory of Port Geotechnical Engineering, Ministry of Communications, PRC, Tianjin, China
4 Key Laboratory of Port Geotechnical Engineering of Tianjin, Tianjin, China
* Corresponding author’s e-mail: firstname.lastname@example.org
The lateral cyclic wave force challenges the newly-built temporary cofferdam seriously. This paper simulated and assessed the movement of the plugged-in steel cylinder affected by the regular wave force with finite element method. The FEM analysis was conducted for an actual case, and the conclusions may show its advantages in the design work.
© The Authors, published by EDP Sciences 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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