Issue |
E3S Web Conf.
Volume 272, 2021
2021 International Conference on Environmental Pollution and Governance (ICEPG 2021)
|
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Article Number | 01017 | |
Number of page(s) | 5 | |
Section | Environmental Pollution and Pollution Monitoring and Control Technology | |
DOI | https://doi.org/10.1051/e3sconf/202127201017 | |
Published online | 14 June 2021 |
The optimization design of Piled raft foundation for substation building in US code
1
State Nuclear Electric Power Planning Design & Research Institute, Beijing 100095, China;
2
Construction Branch of State Grid Xinjiang Electric Power Co., Ltd, Urumqi 830002, china
In order to get a more safety and economic foundation, finite element method was performed for a piled mat cap and piled strip cap by the software of STAAD. Through the finite element analysis, plate distribution region of bending moment and shear stress were researched; meanwhile, considering the compatibility of deformation of element plate, how to chose the design value of plate stress was researched. The result showed that: single plate value is not representative, average of value of 9 plates (3x3 array) is close to the fact. Strip cap is better than mat cap both from the moment value and shear value of plate element in this project; strip cap was recommended due to its remarkable economic benefit.
© The Authors, published by EDP Sciences, 2021
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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