Mix proportion design and curing mechanism of solidified soil
- DOI
- 10.2991/978-94-6463-336-8_35How to use a DOI?
- Keywords
- Soil stabilizer; Gravel; Unconfined compression strength; Water stability performance
- Abstract
In order to study the type of soil stabilizers suitable for coarse-grained soils and their curing mechanism, a total of 12 sets of mixing ratios were designed in this paper. The unconfined compressive strength, water stabilization properties, and SEM tests were carried out, respectively. The test results show that the stabilization of coarse-grained soil according to the recommended dosage of the three curing agents does not meet the standards for the use of highway subgrade. However, additional cement and gravel dosages can be made to be applied in highway projects. One type of inorganic curing agent is more suitable for stabilizing gravel soils than the other two. Under the action of the curing agent, C-S-H and AFt have been transformed into Ca(OH)2 and AFm, making the microstructure denser and forming a complete and solid curing whole. The macroscopic performance shows that the specimen has good strength and water stability.
- Copyright
- © 2023 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 - Shaohua Guo AU - Yipeng Wang AU - Qi Yang AU - Tianqi Wang AU - Hanglin Yu PY - 2023 DA - 2023/12/30 TI - Mix proportion design and curing mechanism of solidified soil BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 315 EP - 324 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_35 DO - 10.2991/978-94-6463-336-8_35 ID - Guo2023 ER -