Research on factors influencing stability of Subgrade Soil Cave in karst area based on Soil Arching Effect
- DOI
- 10.2991/978-94-6463-398-6_54How to use a DOI?
- Keywords
- Subgrade; Karst area; Soil arching effect; Soil cave stability; Influencing factors
- Abstract
In karst areas of China, subgrade cave collapse is a serious threat to traffic safety. In this paper, numerical simulation and experimental validation are used to examine the effects of different collapse widths, fill heights, and cohesive forces on the stability of subgrade soil caves. The results of the experiment indicate that with the increase of collapse width, the load sharing in the stable area increases, and the stability of the soil caves decreases. The stability area’s load distribution increases with increasing filling height, however the filling height has no effect on the stability area’s overall change trend in terms of soil pressure. The greater the cohesion, the smaller the load sharing in the stable region, indicating that the stability of the soil caves increases with the increase of cohesion.
- Copyright
- © 2024 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 - Di Wu AU - Haoran Wang AU - Taiming Liang AU - Wenwu Chen PY - 2024 DA - 2024/04/24 TI - Research on factors influencing stability of Subgrade Soil Cave in karst area based on Soil Arching Effect BT - Proceedings of the 2023 5th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2023) PB - Atlantis Press SP - 560 EP - 568 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-398-6_54 DO - 10.2991/978-94-6463-398-6_54 ID - Wu2024 ER -