Effects of Corrugated Steel Pipe Parameters on the Stress and Deformation of a Highway Subgrade Culvert
Author:
Funder
Natural Science Basic Research Program of Shaanxi Province
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-023-00767-7.pdf
Reference37 articles.
1. Bayoglu Flener, E. (2010). Soil-steel interaction of long-span box culverts — performance during backfilling. Journal of Geotechnical and Geoenvironmental Engineering, 136(6), 823–832.
2. Beben, D. (2013). Field performance of corrugated steel plate road culvert under normal live-load conditions. Journal of Performance of Constructed Facilities, 27(6), 807–817. https://doi.org/10.1061/(asce)cf.1943-5509.0000389
3. Beben, D. (2017). The role of backfill quality on corrugated steel plate culvert behaviour. Baltic Journal of Road and Bridge Engineering, 12(1), 1–11. https://doi.org/10.3846/bjrbe.2017.01
4. Che, H., Tong, L., Liu, S., & Yang, Q. (2021). Field investigation on the mechanical performance of corrugated steel utility tunnel (CSUT). Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2021.106693
5. Chen, T., Su, M., Pan, C., Zhang, L., & Wang, H. (2019). Local buckling of corrugated steel plates in buried structures. Thin-Walled Structures, 144, 106348. https://doi.org/10.1016/j.tws.2019.106348
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