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深部岩体应力瞬态释放激发微地震机制与识别
引用本文:杨建华,卢文波,陈明,严鹏,周创兵.深部岩体应力瞬态释放激发微地震机制与识别[J].地震学报,2012,34(5):581-592.
作者姓名:杨建华  卢文波  陈明  严鹏  周创兵
作者单位:1) 中国武汉430072武汉大学水资源与水电工程科学国家重点实验室2) 中国武汉430072武汉大学水工岩石力学教育部重点实验室
基金项目:国家杰出青年基金项目(51125037);国家重点基础发展规划计划(973)项目(2010CB732003);国家自然科学基金项目(51179138);武汉大学博士研究生学术新人提名奖项目(T2011206009)共同资助
摘    要:从能量释放的角度讨论了深部岩体开挖激发微地震的机制. 研究表明, 伴随着爆破破岩新自由面形成而发生的岩体弹性应变能释放属于瞬态过程, 高地应力条件下爆破开挖产生的微地震由爆炸荷载和初始地应力(开挖荷载)瞬态释放耦合作用引起. 地应力瞬态释放激发的微地震可成为周围岩体振动的主要组成部分, 这有赖于岩体自身的蓄能能力、岩体开挖方式及开挖面的大小. 通过瀑布沟地下厂房爆破开挖过程中实测围岩地震信号的时能密度和幅值谱分析, 对地应力瞬态释放激发的微地震进行了识别. 耦合地震信号的低频成分主要由初始地应力瞬态卸荷引起,而高频成分主要由爆炸荷载引起. 应用数字信号处理的FIR滤波方法对耦合振动信号进行了初步分离,数值计算验证了分离结果的可靠性. 

关 键 词:微地震  动力过程  深埋隧洞  爆破开挖  瞬态卸荷  弹性应变能

Mechanism and identification of triggered microseism by transient release of in-situ stress in deep rock mass
Yang Jianhua , Lu Wenbo , Chen Ming , Yan Peng , Zhou Chuangbing.Mechanism and identification of triggered microseism by transient release of in-situ stress in deep rock mass[J].Acta Seismologica Sinica,2012,34(5):581-592.
Authors:Yang Jianhua  Lu Wenbo  Chen Ming  Yan Peng  Zhou Chuangbing
Institution:1) State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan   430072, China2) Key Laboratory of Rock Mechanics in Hydraulic Structure of Ministry of Education, Wuhan University,   Wuhan 430072, China
Abstract:The mechanism of triggered microseism by excavation of deep rock mass is discussed from the view of energy release.Results reveal that the elastic strain energy release of rocks,accompanied with the formation of new free surface during the rock fragmentation by blasting,is a transient process;and in highly stressed rock mass,the triggered microseism by blasting excavation is attributed to the coupling of blasting load and transient release of in-situ stress(TRIS).The TRIS-triggered microseism could become absolutely the main component of total vibration,which depends on the storage capacity of rock energy,the excavation method and the size of excavated surface.In combination with the blasting excavation of an underground powerhouse in the Pubugou Hydropower Station,the microseism excited by TRIS is identified through time-energy density analysis and amplitude spectrum analysis of monitored microseismic signals in surrounding rocks.Results indicate that lower frequency component in the coupled microseism results more from TRIS than from blasting load,and higher frequency component originates from the blasting load alone.The coupled microseismic signals are separated by employing the finite impulse response(FIR) filter,and separated waves agree very well with numerical simulation results.
Keywords:microseism  dynamic process  deep-buried tunnel  blasting excavation  transient unloading  elastic strain energy
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