Particle Crushing and Anisotropy of Calcareous Sand During Triaxial Shearing
- DOI
- 10.2991/978-94-6463-336-8_40How to use a DOI?
- Keywords
- Calcareous sand; particle crushing; anisotropy; discrete element method
- Abstract
This paper studies particle crushing and the related anisotropy of the micro-behavior of calcareous sand during shearing by numerical simulation based on the discrete element method. By analyzing the macroscopic and microscopic responses of calcareous sand under different particle crushing rates, such as the direction of particle crushing and the strong contact force chain, the results show that with the increase of the particle crushing rate, the peak and residual deviatoric stress and the dilatancy decrease, while the concentration degree of particle crushing direction and strong contact force chain reduces, and the degree of anisotropy weakens.
- 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 - Ketian Sun AU - Yan Gao PY - 2023 DA - 2023/12/30 TI - Particle Crushing and Anisotropy of Calcareous Sand During Triaxial Shearing BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 354 EP - 360 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_40 DO - 10.2991/978-94-6463-336-8_40 ID - Sun2023 ER -