Simulation Study on Soil-Water Characteristic Curve of Graphite Tailings in Typical Area
- DOI
- 10.2991/978-94-6463-658-1_57How to use a DOI?
- Keywords
- graphite tailings; ecological restoration; SWCC; model fitting
- Abstract
The soil-water characteristic curve (SWCC) is a crucial parameter for studying the movement of water in unsaturated soils. This study established three bulk densities (1.45, 1.55, and 1.65 g/cm3) to simulate tailings at different depths, utilizing the centrifuge method to determine their SWCCs and evaluate the applicability of various models. The results indicate that the water retention capacity of the tailings at a depth of 0 ~ 20 cm is the lowest, while that at 40 ~ 60 cm is the highest, with the 20 ~ 40 cm depth exhibiting intermediate retention capacity. Both the van Genuchten model and the Gardner model showed satisfactory fitting results; however, the Brooks-Corey model yielded residual water contents that were inconsistent with physical reality. In summary, the van Genuchten model demonstrated the highest fitting accuracy and is therefore suitable for modeling the SWCC of graphite tailings.
- 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 - Jiangbo Xun AU - Fu Yi AU - Changbo Du PY - 2025 DA - 2025/03/03 TI - Simulation Study on Soil-Water Characteristic Curve of Graphite Tailings in Typical Area BT - Proceedings of the 2024 10th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2024) PB - Atlantis Press SP - 566 EP - 573 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-658-1_57 DO - 10.2991/978-94-6463-658-1_57 ID - Xun2025 ER -