[31] |
HAIMSON B. Micromechanisms of borehole instability leading to breakouts in rocks[J]. International Journal of Rock Mechanics and Mining Sciences,2007,44:157-173.
|
[4] |
何满潮. 应变岩爆实验力学[M]. 北京:科学出版社,2020:1-2.(HE Manchao. Experimental mechanics of strain rockburst[M]. Beijing:Science Press,2020:1-2.(in Chinese))
|
[1] |
LI X B,GONG F Q,TAO M,et al. Failure mechanism and coupled static-dynamic loading theory in deep hard rock mining:a review[J]. Journal of Rock Mechanics and Geotechnical Engineering,2017,9(4):767-782.
|
[3] |
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. Mechanics,waring and dynamic control of rockburst development processes[M]. Beijing:Science Press,2013:1-3.(in Chinese))
|
[5] |
JIANG Q,FENG X T,XIANG T B,et al. Rockburst characteristics and numerical simulation based on a new energy index:A case study of a tunnel at 2 500 m depth[J]. Bulletin of Engineering Geology and the Environment,2010,69(3):381-388.
|
[8] |
何满潮,刘冬桥,宫伟力,等. 冲击岩爆试验系统研发及试验[J]. 岩石力学与工程学报,2014,33(9):1 729-1 739.(HE Manchao,LIU Dongqiao,GONG Weili,et al. Development of a testing system for impact rockbursts[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 729-1 739.(in Chinese))
|
[11] |
GONG F Q,LUO Y,LI X B,et al. Experimental simulation investigation on rockburst induced by spalling failure in deep circular tunnels[J]. Tunnelling and Underground Space Technology,2018,81:413-427.
|
[13] |
张艳博,梁 鹏,刘祥鑫,等. 基于多参量归一化的花岗岩巷道岩爆预测试验研究[J]. 岩土力学,2016,37(1):96-104.(ZHANG Yanbo,LIANG Peng,LIU Xiangxin,et al. An experimental study of predicting rockburst in granitic roadway based on multiparameter normalization[J]. Rock and Soil Mechanics,2016,37(1):96-104.(in Chinese))
|
[15] |
刘崇岩,赵光明,许文松,等. 高应力巷道岩爆过程及时空演化规律试验研究[J]. 煤炭学报,2020,45(3):998-1 008.(LIU Chongyan,ZHAO Guangming,XU Wensong,et al. Experimental study on rockburst and its spatio-temporal evolution criterion in high stress roadway[J]. Journal of China Coal Society,2020,45(3):998-1 008.(in Chinese))
|
[18] |
ZHAO X G,CAI M. Influence of specimen height-to-width ratio on the strainburst characteristics of Tianhu granite under true-triaxial unloading conditions[J]. Canadian Geotechnical Journal,2015,52(7):890-902.
|
[21] |
黄润秋,黄 达. 卸荷条件下花岗岩力学特性试验研究[J]. 岩石力学与工程学报,2008,27(11):2 205-2 213.(HUANG Runqiu,HUANG Da. Experimental study on mechanical properties of granite under loading conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 205-2 213.(in Chinese))
|
[23] |
SI X F,HUANG L Q,LI X B,et al. Experimental investigation of spalling failure of D-shaped tunnel under three-dimensional high-stress conditions in hard rock[J]. Rock Mechanics and Rock Engineering,2020,DOI:10.1007/s00603-020-02280-3.
|
[25] |
FENG X T,HAIMSON B,LI X C,et al. ISRM suggested method: determining deformation and failure characteristics of rocks subjected to true triaxial compression[J]. Rock Mechanics and Rock Engineering,2019,52(6):2 011-2 020.
|
[28] |
孙 叶,谭成轩. 中国现今区域构造应力场与地壳运动趋势分析[J]. 地质力学学报,1995,1(3):1-12.(SUN Ye,TAN Chengxuan. An analysis of present-day regional tectonic stress field and crustal movement trend in China[J]. Journal of Geomechanics,1995,1(3):1-12.(in Chinese))
|
[6] |
李夕兵,宫凤强,王少锋,等. 深部硬岩矿山岩爆的动静组合加载力学机制与动力判据[J]. 岩石力学与工程学报,2019,38(4):708-723.(LI Xibing,GONG Fengqiang,WANG Shaofeng,et al. Coupled static-dynamic loading mechanical mechanism and dynamic criterion of rock burst in deep hard rock mines[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(4):708-723.(in Chinese))
|
[16] |
LI X B,FENG F,LI D Y,et al. Failure characteristics of granite influenced by sample height?to?width ratios and intermediate principal stress under true?triaxial unloading conditions[J]. Rock Mechanics and Rock Engineering,2018,51(5):1 321-1 345.
|
[26] |
宫凤强,闫景一,李夕兵. 基于线性储能规律和剩余弹性能指数的岩爆倾向性判据[J]. 岩石力学与工程学报,2018,37(9):1 993-2 014. (GONG Fengqiang,YAN Jingyi,LI Xibing. Rockburst tendency criterion based on linear energy storage law and residual elastic energy index[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(9):1 993-2 014.(in Chinese))
|
[33] |
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))
|
[36] |
GONG F Q,WU W X,ZHANG L. Brazilian disc test study on tensile strength-weakening effect of high pre-loaded red sandstone under dynamic disturbance[J]. Journal of Central South University,2020,27(10):2 899-2 913.
|
[38] |
谢良涛,严 鹏,范 勇,等. 钻爆法与TBM开挖深部洞室诱发围岩应变能释放规律[J]. 岩石力学与工程学报,2015,34(9):1 786-1 795.(XIE Liangtao,YAN Peng,FAN Yong,et al. Releasing of strain energy induced by excavation using drilling and blasting method and TBM in deep tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(9):1 786-1 795.(in Chinese))
|
[14] |
田宝柱,刘善军,张艳博,等. 花岗岩巷道岩爆过程红外辐射时空演化特征室内模拟试验研究[J]. 岩土力学,2016,37(3):711-718.(TIAN Baozhu,LIU Shanjun,ZHANG Yanbo,et al. Laboratory simulation of temporospatial evolution characteristics of infrared radiation in the process of rockburst in granite tunnel[J]. Rock and Soil Mechanics,2016,37(3):711-718.(in Chinese))
|
[24] |
周 辉,卢景景,胡善超,等. 开挖断面曲率半径对高应力下硬脆性围岩板裂化的影响[J]. 岩土力学,2016,37(1):140-146.(ZHOU Hui,LU Jingjing,HU Shanchao,et al. Influence of curvature radius of tunnels excavation section on slabbing of hard brittle rockmass under high stress[J]. Rock and Soil Mechanics,2016,37(1):140-146.(in Chinese))
|
[34] |
宫凤强,陆道辉,李夕兵,等. 动力扰动下预静载硬岩断裂的增韧和减韧效应[J]. 岩石力学与工程学报,2014,33(9):1 905-1 915. (GONG Fengqiang,LU Daohui,LI Xibing,et al. Toughness increasing or decreasing effect of hard rock fracture with pre-static loading under dynamic disturbance[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 905-1 915.(in Chinese))
|
[2] |
CAI M F,BROWN E T. Challenges in the mining and utilization of deep mineral resources[J]. Engineering,2017,3(4):432-433.
|
[12] |
GONG F Q,SI X F,LI X B,et al. Experimental investigation of strain rockburst in circular caverns under deep three-dimensional high-stress conditions [J]. Rock Mechanics and Rock Engineering,2019,52(5):1 459-1 474.
|
[22] |
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,2012,45:275-288.
|
[32] |
READ R S. 20 years of excavation response studies at AECL¢s Underground Research Laboratory[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41:1 251-1 275.
|
[10] |
宫凤强,罗 勇,司雪峰,等. 深部圆形隧洞板裂屈曲岩爆的模拟试验研究[J]. 岩石力学与工程学报,2017,36(7):1 634-1 648. (GONG Fengqiang,LUO Yong,SI Xuefeng,et al. Experimental modelling on rockburst in deep hard rock circular tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(7):1 634- 1 648.(in Chinese))
|
[20] |
范鹏贤,李 颖,赵跃堂,等. 红砂岩卸载破坏强度特征试验研究[J]. 岩石力学与工程学报,2018,37(4):852-861.(FAN Pengxian,LI Ying,ZHAO Yuetang,et al. Experimental study on unloading failure strength of red sandstone[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(4):852-861.(in Chinese))
|
[30] |
MARTIN C D,READ R S,MARTINO J B. Observations of brittle failure around a circular test tunnel[J]. International Journal of Rock Mechanics and Mining Sciences,1997,34(7):1 065-1 073.
|
[7] |
SI X F,GONG F Q. Strength-weakening effect and shear-tension failure mode transformation mechanism of rockburst for fine-grained granite under triaxial unloading compression[J]. International Journal of Rock Mechanics and Mining Sciences,2020,131:104347.
|
[9] |
HE M C,XIA H M,JIA X N,et al. Studies on classification,criteria and control of rockbursts[J]. Journal of Rock Mechanics and Geotechnical Engineering,2012,4(2):97-114.
|
[19] |
ZHAO X G,WANG J,CAI M. Influence of unloading rate on the strain burst characteristics of Beishan Granite under true-triaxial unloading conditions[J]. Rock Mechanics and Rock Engineering,2014,47(2):467-483.
|
[29] |
司雪峰,宫凤强,罗 勇,等. 深部三维圆形洞室岩爆过程的模拟试验[J]. 岩土力学,2018,39(2):621-634.(SI Xuefeng,GONG Fengqiang,LUO Yong,et al. Experimental simulation on rockburst process of deep three-dimensional circular cavern[J]. Rock and Soil Mechanics,2018,39(2):621-634.(in Chinese))
|
[17] |
DU K,TAO M,LI X B,et al. Experimental study of slabbing and rockburst induced by true-triaxial unloading and local dynamic disturbance[J]. Rock Mechanics and Rock Engineering,2016,49:3 437-3 453.
|
[27] |
GONG F Q,WANG Y L,LUO S. Rockburst proneness criteria for rock materials:Review and new insights[J]. Journal of Central South University,2020,27(10):2 793-2 821.
|
[37] |
卢文波,周创兵,陈 明,等. 开挖卸荷的瞬态特性研究[J]. 岩石力学与工程学报,2008,27(11):2 184-2 192.(LU Wenbo,ZHOU Chuangbing,CHEN Ming,et al. Research on transient characteristics of excavation unloading[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 184-2 192.(in Chinese))
|
[35] |
宫凤强,张 乐,李夕兵,等. 不同预静载硬岩在动力扰动下断裂特性的试验研究[J]. 岩石力学与工程学报,2017,36(8):1 841- 1 854.(GONG Fengqiang,ZHANG Le,LI Xibing,et al. Experimental study on fracture behaviors of hard rock under dynamic disturbance with different pre-static loads[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(8):1 841-1 854.(in Chinese))
|