Abstract: In order to evaluate the stability of an underground water-sealed cavern in Southern China, the cohesion, internal friction angle and elastic modulus were regarded as random variables, and a reliability analysis under the surrounding rock displacement failure mode was conducted. Considering the complexity of the overall structure of the project, multiple numerical simulations were performed using FLAC3D, and the performance function was fitted with the response surface method. The reliability index and failure probability were calculated using the FORM（First-order reliability method） method, and the influence of parameter correlations on the reliability analysis results was analyzed. The results showed that: significant surrounding rock displacements occurred at the intersections between caverns and the P2 fracture zone, between construction tunnels and main caverns, and between shafts and operation tunnels; Although the cavern surrounding rock exhibited good integrity, the post-excavation reliability index was 1.096 (failure probability: 13.66%), which failed to meet general engineering requirements, necessitating timely support measures; The correlation between cohesion and internal friction angle showed no significant effect on the displacement-based reliability analysis results.
魏松源, 马景一, 彭振华, 刘建立, 李崴. 地下水封洞库围岩稳定可靠性分析[J]. 隧道与地下工程灾害防治, .
WEI Songyuan, MA Jingyi, PENG Zhenhua, LIU Jianli, LI Wei. Reliability analysis of surrounding rocks stability of underground water-sealed caverns. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-3.
