锦屏二级水电站岩爆孕育规律与机制探析(5)
来源:水利水运工程学报 作者:于洋
发布于:2017-06-27 共6696字
[3] 卢文波,金李,陈明,等。 节理岩体爆破开挖过程的动态卸载松动机制研究[J]. 岩石力学与工程学报,2005,24( 增 1) :4653-4657. ( LU Wenbo,JIN Li,CHEN Ming,et al. Study on the mechanism of jointed rock mass loosing induced by dynamicunloading of initial stress during rock blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24( Suppl1) :4653-4657. ( in Chinese) )。
[4] 严鹏,卢文波,陈明,等。 深部岩体开挖方式对损伤区影响的试验研究[J]. 岩石力学与工程学报,2011,30( 6) : 1097-1106. ( YAN Peng,LU Wenbo,CHEN Ming,et al. In-situ test research on influence of excavation method on induced damagezone in deep tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30( 6) : 1097-1106. ( in Chinese) )。
[5] ZHANG C,FENG X T,ZHOU H,et al. Case histories of four extremely intense rockbursts in deep tunnels[J]. Rock Mechanics& Rock Engineering,2012,45( 3) : 275-288.
[6] ZHANG C Q,FENG X T,ZHOU H. A top pilot tunnel preconditioning method for the prevention of extremely intense rockburstsin deep tunnels excavated by TBMs[J]. Rock Mech and Rock Eng,2012,45: 289-309.
[7] CHEN B R,FENG X T,LI Q P,et al. Rock burst intensity classification based on the radiated energy with damage intensity atJinping II hydropower station,China[J]. Rock Mech and Rock Eng,2013,48( 1) : 289-303.
[8] AKI K. Estimation of earthquake moment,released energy,and stress strain drop from the G-wave spectrum[J]. Bulletin ofEarthquake Research Institute,1966,44( 12) : 73-88.
[9] 陈炳瑞,冯夏庭,曾雄辉,等。 深埋隧洞 TBM 掘进微震实时监测与特征分析[J]. 岩石力学与工程学报,2011,30( 2) :275-283. ( CHEN Bingrui,FENG Xiating,ZENG Xionghui,et al. Real-time microseismic monitoring and its characteristicanalysis during TBM tunneling in deep-duried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30( 2) :275-283. ( in Chinese) )。
[10] 冯夏庭,陈炳瑞,张传庆,等。 岩爆孕育过程的机制、预警与动态调控[M]. 北京: 科学出版社,2013. ( FENG Xiating,CHEN Bingrui,ZHANG Chuanqing,et al. Mechanism warning and dynamic control of rockburst development processes[M].Beijing: Sciences Press,2013. ( in Chinese) )。
[11] 冯夏庭,陈炳瑞,明华军,等。 深埋隧洞岩爆孕育规律与机制: 即时型岩爆[J]. 岩石力学与工程学报,2012,31( 3) :433-444. ( FENG Xiating,CHEN Bingrui,MING Huajun,et al. Evolution law and mechanism of rockbursts in deep tunnels:immediate rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31( 3) : 433-444. ( in Chinese) )。
[12] 于洋,冯夏庭,陈炳瑞,等。 深埋隧洞不同开挖方式下即时型岩爆微震信息特征及能量分形研究[J]. 岩土力学,2013,34( 9) : 2622-2628. ( YU Yang,FENG Xiating,CHEN Bingrui,et al. Analysis of energy fractal and microseismic informationcharacteristics about immediate rockbursts in deep tunnels with different excavation methods[J]. Rock and Soil Mechanics,2013,34( 9) : 2622-2628. ( in Chinese)。
[13] FENG Xiating,YU Yang,FENG Guangliang,et al. Fractal behaviour of the microseismic energy associated with immediaterockbursts in deep,hard rock tunnels[J]. Tunnelling and Underground Space Technology,2016,58: 98-107.
[14] FENG Guangliang,FENG Xiating,CHEN Bingrui,et al. A microseismic method for dynamic warning of rockburst developmentprocesses in tunnels[J]. Rock Mech and Rock Engineering,2015,48( 5) : 2061-2076.
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原文出处:于洋. 岩体隧洞岩爆过程微震特征及其扩展机制[J]. 水利水运工程学报,2017,(01):26-31.
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