[1] |
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,2013:1–3.(FENG Xiating,CHEN Bingrui,ZHANG Chuanqing,et al. Mechanism,warning and dynamic control of rockburst development process[M]. Beijing:Science Press,2013:1–3.(in Chinese))
|
[2] |
PETER K,KAISER,CAI MING. Design of rock support system under rockburst condition[J]. International Journal of Rock Mechanics and Mining Sciences,2012,4(3):215–227.
|
[3] |
COOK N G W,HOEK E,PRETORIUS J P G,et al. Rock mechanics applied to the study of rockbursts[J]. SAIMM,1966,66(10):436–528.
|
[4] |
ZHANG C Q,FENG X T,ZHOU H,et al. Case histories of four extremely intense rockbursts in deep tunnels[J]. Rock Mechanics and Rock Engineering,2012,45(3):289–309.
|
[5] |
KAISER P K,MCCREATH D R,TANNANT D D. Canadian rockburst support handbook:volume 2:rockburst support[R]. Sudbury,Ontario:Canadian Mining Industry Research Organization(—CAMIRO),1996.
|
[6] |
朱焕春,吴家耀,朱永生,等. 锦屏二级水电站引水隧洞岩爆专题研究——2008~2010 年阶段性总结报告[R]. 武汉:Itasca(武汉)咨询有限公司,2010.(ZHU Huanchun,WU Jiayao,ZHU Yongsheng,et al. Research on rockburst of Jinping II hydropower station diversiontunnel—2008–2010 summary report[R]. Wuhan:Itasca Consulting Co.,Ltd.,2010.(in Chinese))
|
[7] |
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))
|
[8] |
陈炳瑞,冯夏庭,明华军,等. 深埋隧洞岩爆孕育规律与机制:时滞型岩爆[J]. 岩石力学与工程学报,2012,31(3):561–569.(CHEN Bingrui,FENG Xiating,MING Huajun,et al. Evolution law and mechanism of rockbursts in deep tunnel:time delayed rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):561–569.(in Chinese))
|
[9] |
周 辉,孟凡震,张传庆,等. 深埋硬岩隧洞岩爆的结构面作用机制分析[J]. 岩石力学与工程学报,2015,34(4):1–8.(ZHOU Hui,MENG Fanzhen,ZHANG Chuanqing,et al. Analysis of the structural plane controlling mechanism on rockburst in deep hard rock tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(4):1–8.(in Chinese))
|
[10] |
邱士利. 深埋大理岩加卸荷变形破坏机制及岩爆倾向性评估方法研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2011.(QIU Shili. Study on deformation and failure mechanism of deep-buried hard rock under loading and unloading conditions and rockburst vulnerability assessment methods[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2011.(in Chinese))
|
[11] |
刘 宁,张春生,褚卫江,等. 深埋大理岩力学特性对岩爆发生条件的影响分析[J]. 岩土力学,2013,34(9):2 638–2 642.(LIU Ning,ZHANG Chunsheng,CHU Weijiang,et al. Influence of mechanical characteristics of deep-buried marble on rockburst occurrence conditions[J]. Rock and Soil Mechanics,2013,34(9):2 638–2 642. (in Chinese))
|
[12] |
张春生,陈祥荣,侯 靖,等. 锦屏二级水电站深埋大理岩力学特性研究[J]. 岩石力学与工程学报,2010,29(10):1 999–2 009. (ZHANG Chunsheng,CHEN Xiangrong,HOU Jing,et al. Study of mechanical behavior of deep-buried marble at Jinping II Hydropower Station[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(10):1 999–2 009.(in Chinese))
|
[13] |
刘 宁,张春生,褚卫江. 锦屏深埋大理岩破裂特征与损伤演化规律[J]. 岩石力学与工程学报,2012,31(8):1 606–1 613.( LIU Ning,ZHANG Chunsheng,CHU Weijiang. Fracture characteristics and damage evolution law of jinping deep marble[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(8):1 606–1 613(in Chinese))
|
[14] |
邱士利,张传庆. 锦屏二级水电站引水隧洞岩爆产生机理、规律及其防治控制措施研究[R]. 武汉:中国科学院武汉岩土力学研究所,2013.(QIU Shili,ZHANG Chuanqing. Research on rock burst mechanism,regularity and its prevention measures of Jinping II hydropower station diversion tunnel[R]. Wuhan: Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2013.(in Chinese))
|