Experimental and Numerical Investigation of Rock Failure Process under Hydromechanical Coupling Action
| Autor: | Zeqi Zhu, Xiancheng Mei, Jianhe Li, Qian Sheng |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2024 |
| Předmět: | |
| Zdroj: | Lithosphere, Vol 2024, Iss 1 (2024) |
| Druh dokumentu: | article |
| ISSN: | 1941-8264 1947-4253 |
| DOI: | 10.2113/2024/lithosphere_2023_317/6198636/lithosphere_2023_317.pdf |
| Popis: | In order to study the initiation mechanism of rocks under hydromechanical coupling, hydromechanical coupling triaxial tests and acoustic emission tests were carried out on basalt in the Xiluodu hydropower station dam site area in southwestern China. The test results indicate that the basalt displays typical hard brittle behavior, and its peak strength increases as confining pressure rises. Conversely, the peak strength decreases gradually as the initial water pressure increases, which leads to decreased hardness. Meanwhile, tensile failure is the main crack initiation mode under hydromechanical coupling action. During the stable crack growth stage, tensile failure is predominant, complemented by shear failure, with failures mainly occurring in the rock middle position. Contrary to this, during the unstable stage, the rock failure is mainly due to shear failure. The critical pore water pressure failure criterion of rock crack initiation under hydromechanical coupling conditions is derived based on the test results and introduced into the numerical simulation. The hydromechanical coupling failure process and pore water pressure distribution law of basalt are analyzed, and the rationality of the critical pore water pressure failure criterion is verified. These findings are significant for understanding the rock failure process under hydromechanical coupling action and provide a valuable reference for future research. |
| Databáze: | Directory of Open Access Journals |
| Externí odkaz: |
|