Design and analysis of retaining structures for transformer stations in hilly areas
Introduction Based on a transformer station project, this paper conducts the design and analysis of retaining structures for transformer stations in hilly areas. Methods According to the geological conditions and soil-rock properties combined with in-situ experiments and laboratory tests, the design parameters of the slope were obtained. The type of the retaining wall was calculated by using the arc sliding method, and the construction and monitoring of the slope project were elaborated. Meanwhile, an detailed and comprehensive discussion was conducted on the retaining methods in the construction of substations in hilly areas. The types of retaining structures adopted for slope supporting were summarized to provide reference and guidance for the design of transformer stations in backfill areas. Results The safety factor varies greatly under different working conditions, and the most dangerous working condition is heavy rain. Discussion Slope support in hilly areas is a scientific, rigorous and comprehensive technical work. The designer of the transformer station's slope should take into account local conditions, carefully consider the advantages and disadvantages, and have a thorough understanding of the site's topography, geology, and geotechnical characteristics.
Authors
- Jingen Guo
- Xin Gao
- Han Zhang (ORCID: https://orcid.org/0000-0002-0166-1973)
- Lei Li (ORCID: https://orcid.org/0000-0003-2997-0011)
- Xiangyu Li (ORCID: https://orcid.org/0000-0002-2443-057X)
- Weixian Che
- Wenwei Zhu
- Yanfeng Wang (ORCID: https://orcid.org/0000-0002-8623-1111)
Institutions
- China Academy of Building Research (CN)
- China Southern Power Grid (China) (CN)
- Power Grid Corporation (India) (IN)
Publication Details
- Journal
- Frontiers in Materials
- Published
- 2025-11-10
- DOI
- https://doi.org/10.3389/fmats.2025.1711125
- Primary Topic
- Geotechnical Engineering and Soil Stabilization
- Type
- article
- Field-Weighted Citation Impact
- 0.00