[1] 徐奴文. 高陡岩质边坡微震监测与稳定性分析研究[博士学位论文][D]. 大连:大连理工大学,2011.(XU Nuwen. Study on microseismic monitoring and stability analysis of high steep rock slope[Ph. D. Thesis][D]. Dalian:Dalian University of Technology,2011.(in Chinese))
[1] GIBOWICZ S J,KIJKO A. An introduction to mining seismology[M]. San Diego:Academic Press,1994:189–197.
[2] FEIGNIER B,YOUNG R P. Moment tensor inversion of induced microseismic events:Evidence of non-shear failures in the -4<M<-2 moment magnitude range[J]. Geophysical Research Letters,1992,19(14):1 503–1 506.
[3] GIBOWICZ S J,HARJES H P,SCHAFER M. Source parameters of seismic events at Heinrich Robert Mines[J]. Bulletin of the Seismological Society of America,1990,80(1):88–109.
[4] WYSS M,BRUNE J N. Seismic moment,stress and source dimentions for earthquakes in the California-Nevada region[J]. Journal of Geophysical Research,1968,73(14):4 681–4 694
[5] 唐礼忠,汪令辉,张 君,等. 大规模开采矿山地震视应力和变形与区域性危险地震预测[J]. 岩石力学与工程学报,2011,30(6): 1 168–1 178. (TANG Lizhong,WANG Linghui,ZHANG Jun,et al. Seismic apparent stress and deformation in a deep mine under large-scale mining and area hazardous seismic prediction[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(6):1 168– 1 178.(in Chinese))
[6] 杨志国,于润沧,郭 然,等. 微震监测技术在深井矿山中的应用[J]. 岩石力学与工程学报,2008,27(5):l 066–1 073.(YANG Zhiguo,YU Runcang,GUO Ran,et a1. Application of microseismic monitoring to deep mines[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(5):l 066–l 073.(in Chinese))
[7] 戴 峰,李 彪,徐奴文,等. 白鹤滩水电站地下厂房开挖过程微震特征分析[J]. 岩石力学与工程学报,2016,35(4):692–703.(DAI Feng,LI Biao,XU Nuwen,et al. Microseismic characteristic analysis of underground powerhouse at Baihetan hydropower station subjected to excavation[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(4):692–703.(in Chinese))
[8] BROWN L,HUDYMA M. Identification of stress change within a rock mass through apparent stress of local seismic events[J]. Rock Mechanics and Rock Engineering,2017,50(1):81–88.
[2] 张伟狄,黄熠辉,王建新,等. 金沙江白鹤滩水电站左右岸600 m高程以上坝肩开挖及支护工程招标设计报告[R]. 杭州:中国水电顾问集团华东勘测设计研究院,2013.(ZHANG Weidi,HUANG Yihui,WANG Jianxin,et al. Report on engineering bidding design of excavation and support of the left and right bank dam abutment above the elevation of 600 m of the Baihetan hydropower station along Jinsha River[R]. Hangzho:PowerChina Huadong Engineering Corporation Limited,2013. (in Chinese))
[3] 徐奴文,唐春安,沙 椿,等. 锦屏 I 级水电站左岸边坡微震监测系统及其应用研究[J]. 岩石力学与工程学报,2010,29(5):915–925.(XU Nuwen,TANG Chun′an,SHA Chun,et al. Microseismic monitoring system establishment and its engineering applications to left bank slope of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(5):915–925.(in Chinese))
[4] 徐奴文,唐春安,周 钟,等. 岩石边坡潜在失稳区域微震识别方法[J]. 岩石力学与工程学报,2011,30(5):893–900.(XU Nuwen,TANG Chun¢an,ZHOU Zhong,et al. Identification of potential failure regions using microseismic monitoring technique[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(5):893–900.(in Chinese))
[5] 徐奴文,李 彪,戴 峰,等. 基于微震监测的顺层岩质边坡开挖稳定性分析,岩石力学与工程学报[J]. 岩石力学与工程学报,2016,35(10):2 089–2 097.(XU Nuwen,LI Biao,DAI Feng,et al. Stability analysis of bedding rock slopes during excavation based on microseismic monitoring[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(10):2 089–2 097.(in Chinese))
[6] 李 彪,戴 峰,徐奴文,等. 深埋地下厂房微震监测系统及其工程应用[J]. 岩石力学与工程学报,2014,33(增1):3 375–3 383.(LI Biao,DAI Feng,XU Nuwen,et al. Microseismic monitoring system and its engineering applications of deep-buried underground powerhouse[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.l):3 375–3 383.(in Chinese))
[7] 梁正召,唐春安,张永彬,等. 岩石三维破裂过程的数值模拟研究[J]. 岩石力学与工程学报,2006,25(5):931–936.(LIANG Zhengzhao,TANG Chun¢an,ZHANG Yongbin,et al. 3D numerical simulation of failure process of rock[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(5):931–936.(in Chinese))
[8] 唐春安,赵 文. 岩石破裂全过程分析软件系统RFPA2D[J]. 岩石力学与工程学报,1997,16(5):507–508.(TANG Chun′an,ZHAO Wen. RFPA2D system for rock failure process analysis[J]. Chinese Journal of Rock Mechanics and Engineering,1997,16(5):507–508. (in Chinese))
[9] 徐奴文,唐春安,周 钟,等. 基于三维数值模拟和微震监测的水工岩质边坡稳定性分析[J]. 岩石力学与工程学报,2013,32(7): 1 373–1 381.(XU Nuwen,TANG Chun′an,ZHOU Zhong,et al. Stability analysis of hydraulic rock slope based onthree-dimensional numerical simulation and microseismic monitoring[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(7):1 373–1 381.(in Chinese))
[10] 唐春安,唐烈先,李连崇,等. 岩土破裂过程分析RFPA离心加载法[J]. 岩土工程学报,2007,29(1):71–76.(TANG Chun¢an,TANG Liexian,LI Liancong,et al. Centrifugal loading method of RFPA for the failure process analysis of rock and soil structure[J]. Chinese Journal of Geotechnical Engineering,2007,29(1):71–76.(in Chinese))
[11] 杨 莹,徐奴文,李 韬,等. 基于RFPA3D和微震监测的白鹤滩水电站左岸边坡稳定性分析[J]. 岩土力学,2018,39(6):2 193– 2 202.(YANG Ying,XU Nuwen,LI Tao,et al. Stability analysis of left bank rock slope at Baihetan hydropower station based on RFPA3D code and microseismic monitoring[J]. Rock and Soil Mechanics,2018,39(6):2 193–2 202.(in Chinese)).
[12] BOATWRIGHT J,FLETCHER J B. The partition of radiated energy between P and S waves[J]. Bulletin of the Seismological Society of America,1984,74(2):361–376.
[13] 刘建坡,石长岩,李元辉,等.红透山铜矿微震监测系统的建立及应用研究[J]. 采矿与安全工程学报,2012,29(1):72–77.(LIU Jianpo,SHI Changyan,LI Yuanhui,et al. Studies on establishment and monitoring system in application of microseismic Hongtoushan copper mine[J]. Journal of Mining and Safety Engineering,2012,29(1):72–77.(in Chinese))
[14] MENDECKI A J. Real time quantitative seismicity in mines[C]// Proceedings of 3rd International Symposium on Rockburst and Seismicity in Mines. YOUNG R P ed. Rotterdam:A. A. Balkema,1993:287–296.