| Issue |
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
|
|
|---|---|---|
| Article Number | 02018 | |
| Number of page(s) | 3 | |
| Section | Structural Engineering Monitoring, Control, Repair and Reinforcement | |
| DOI | https://doi.org/10.1051/e3sconf/202019802018 | |
| Published online | 26 October 2020 | |
Damage evolution analysis of rock under Uniaxial compression and Brazilian splitting based on discrete element method
1 Structural Health Monitoring and Control Institute, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, 050043, China
2 The Key Laboratory for Health Monitoring and Control of Large Structures, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, 050043, China
3 The second geological team of Hebei Coalfield Geological Bureau, Xingtai, Hebei, 054001, China
* In order to better analyze the mechanical behavior of rock in uniaxial compression and Brazilian splitting, numerical model was established according to laboratory test by PFC2D particle flow program, and the simulation results were compared with the experimental results. The results show that when the rock reaches the peak stress, the failure curve of cement appears an obvious turning point, and the failure rate of cement increases.The compressive strength of rock is much greater than the tensile strength under compression condition. The preloading method is more detailed for experimental restoration, and it provides certain reference significance for rock simulation in the future.
In order to better analyze the mechanical behavior of rock in uniaxial compression and Brazilian splitting, numerical model was established according to laboratory test by PFC2D particle flow program, and the simulation results were compared with the experimental results. The results show that when the rock reaches the peak stress, the failure curve of cement appears an obvious turning point, and the failure rate of cement increases.The compressive strength of rock is much greater than the tensile strength under compression condition. The preloading method is more detailed for experimental restoration, and it provides certain reference significance for rock simulation in the future.
© The Authors, published by EDP Sciences 2020
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