岩土工程学报2016，Vol.38Issue(5)：867-876,10.DOI:10.11779/CJGE201605012
不同开挖方式下深埋隧洞微震特性与岩爆风险分析
Microseismic characteristics and rockburst risk of deep tunnel constructed by different excavation methods
摘要
Abstract
Based on the stress state analysis and microseismic monitoring data of the surrounding rock of JinpingⅡHydropower Station, microseismic characteristics and rockburst risk of deep tunnel constructed by TBM-drilling and blasting method are compared and studied. The results show that:(1) The stress concentration of the surrounding rock caused by the drilling-blasting method is far more away from the tunnel wall than that by TBM, and the stress gradient is small, while the stress gradient caused by TBM excavation is large. (2) The strain energy of the surrounding rock mainly releases in several hours after blasting, especially in the first hour. Under the condition of TBM excavation, the stress of the surrounding rock unloads with the continuous mode and the energy violently releases in whole construction process. (3) The Microseismic magnitude and seismic source fracture scale caused by TBM excavation are larger than those by drilling-blasting method. (4) By the drilling-blasting method, the strain energy of the surrounding rock rarely dissipates in the form of rockburst but mostly in the form of rock mass cracking. By TBM excavation, the strain energy of the surrounding rock successively dissipates, resulting in frequent microseismic events. Part of strain energy can dissipate in the form of rockburst. Generally, mild rockbursts often occur in the same range. The inoculation process of high-grade rockburst accompanies with the occurrence of low-grade rockburst. For instance, the occurrence of medium rockburst accompanies with mild rockburst and strong rockburst accompanies with medium rockburst and mild rockburst, and so on. In conclusion, the drilling-blasting method is superior to TBM for rockburst prevention and control of deep tunnel with strong rockburst risk.关键词
深埋隧洞/微震/岩爆/钻爆法/TBMKey words
deep tunnel/microseismicity/rockburst/drilling-blasting method/TBM分类
建筑与水利引用本文复制引用
赵周能,冯夏庭,肖亚勋,丰光亮..不同开挖方式下深埋隧洞微震特性与岩爆风险分析[J].岩土工程学报,2016,38(5):867-876,10.基金项目
国家自然科学基金国际合作重大项目（41320104005）；国家自然科学基金项目（11402218）；西南科技大学博士研究基金项目 （）
