四川水力发电2025，Vol.44Issue(z1)：118-122,134,6.DOI:10.20196/j.cnki.scslfd.2025S131
高地应力及复杂地质条件耦合下大型地下洞室群围岩稳定分析
Stability Analysis of Surrounding Rock of Large Underground Caverns Under the Coupling of High Ground Stress and Complex Geological Conditions
夏勇 1赵恒 1何建华2
作者信息
- 1. 华电金沙江上游水电开发有限公司叶巴滩分公司,四川 成都 610041
- 2. 中国电建集团成都勘测设计研究院有限公司,四川 成都 610041
- 折叠
摘要
Abstract
During the construction process of underground caverns,excavation of the caverns causes strong dis-turbance to the surrounding rock,resulting in significant unloading effects and affecting the safety of the pro-ject.This article takes the safe and stable excavation of the underground cavern group of Yebatan Hydropower Project as an example to conduct research on the failure mechanism and early warning prevention of large un-derground powerhouse cavern groups under the coupling conditions of high ground stress and complex struc-tural planes.The stability of the surrounding rock and support measures after excavation of the underground cavern group under high ground stress are proposed to ensure the safe and efficient excavation of the under-ground cavern group.The research results have reference significance for the stability analysis and safety sup-port of the surrounding rock of large underground caverns in the future.关键词
高地应力/复杂地质/地下洞室群/稳定分析Key words
high ground stress/complex geology/underground cavern group/stability analysis分类
交通工程引用本文复制引用
夏勇,赵恒,何建华..高地应力及复杂地质条件耦合下大型地下洞室群围岩稳定分析[J].四川水力发电,2025,44(z1):118-122,134,6.
