Analysis and Investigation on the Mechanical Properties of Bridge and Culvert Transition Section Overlap Plate
- DOI
- 10.2991/978-94-6463-793-9_49How to use a DOI?
- Keywords
- Bridge and culvert transition section; Mechanical analysis; Table back jump; Hitch plate
- Abstract
Bridge and culvert transition section is the key position of road and bridge connection, and its mechanical properties have a direct impact on traffic safety and road service life. In this paper, we focus on the bridge culvert transition section to set up the lap plate and not set up the lap plate under the two circumstances of the platform back jumping car force condition was analyzed. Subsequently, based on different construction situations, it discusses how to rationally use the length of the lap plate to achieve the goal of eliminating the bridge head jumping. At the end of the article, the key technology of backfill construction is proposed, which provides a scientific reference basis for the design and construction of bridge and culvert transition section.
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Zupin Qin AU - Hongzhao Li AU - Yan Zheng AU - Luxin Wang AU - Zhu Can PY - 2025 DA - 2025/07/28 TI - Analysis and Investigation on the Mechanical Properties of Bridge and Culvert Transition Section Overlap Plate BT - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025) PB - Atlantis Press SP - 579 EP - 586 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-793-9_49 DO - 10.2991/978-94-6463-793-9_49 ID - Qin2025 ER -