| Issue |
MATEC Web Conf.
Volume 232, 2018
2018 2nd International Conference on Electronic Information Technology and Computer Engineering (EITCE 2018)
|
|
|---|---|---|
| Article Number | 04014 | |
| Number of page(s) | 4 | |
| Section | Circuit Simulation, Electric Modules and Displacement Sensor | |
| DOI | https://doi.org/10.1051/matecconf/201823204014 | |
| Published online | 19 November 2018 | |
Study on Stability Analysis of Steel Cylinder Retaining Structure
1
TianjinPort Engineering Institute Ltd. of CCCC First Harbor Engineering Company Ltd., Tianjin, 30222 China
2
Key laboratory of port geotechnical engineering, ministry of communications, PRC Tianjin, 30222 China
3
Key laboratory of port geotechnical engineering of Tianjin, Tianjin, 30222 China
4
CCCC First Harbor Engineering Company Ltd., Tianjin, 300461 China
5
China Key Laboratory of failure mechanism and safety control techniques of earth-rock dam of the Ministry of Water Resources, Nanjing 210029
6
Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering Guilin University of Technology, Guilin 541000, China
* Corresponding author: aliam_fan@126.com
The steel cylinder structure is generally used as a wharf revetment structure. It is necessary to evaluate the safety and stability of the steel cylinder structure as the retaining structure for offshore foundation excavation. In this paper, a large finite element software PLAXIS is used to simulate the safety factor and the structural displacement of the steel cylinder structure in the wave load and the excavation of the foundation. The calculation results show that the overall stability of the steel cylinder is 1.7 when the most unfavorable condition of excavating from the foundation to the bottom of the steel cylinder. The lateral displacement is 572mm, which meets the safety requirements of the structure. The steel cylinder structure can play a role as the water retaining structure of the cofferdam and the support structure of foundation when it was put into the non-permeable layer.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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