[1]姜耀东, 赵毅鑫. 我国煤矿冲击地压的研究现状:机制、预警与控制[J]. 岩石力学与工程学报, 2015, 34(11): 2188-2204. (Jiang Yaodong, Zhao Yixin. State of the art:investigation on mechanism,forecast and control of coal bumps in china[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(11): 2188-2204. (in Chinese))
[2]宫凤强,潘俊锋,江权.岩爆和冲击地压的差异解析及深部工程地质灾害关键机理问题[J].工程地质学报,2021,29(4):933-961. (Gong Fengqiang, Pan Junfeng, Jiang Quan.The difference analysis of rock burst and coal burst and key mechanisms of deep engineering geological hazards[J]. Journal of Engineering Geology, 2021, 29(4): 933-961. (in Chinese))
[3]薛翊国,孔凡猛, 杨为民, 等. 川藏铁路沿线主要不良地质条件与工程地质问题[J]. 岩石力学与工程学报, 2020, 39(3): 445-468. (Xue Yiguo, Kong Fanmeng, Yang Weimin, et al. Main unfavorable geological conditions and engineering geological problems along Sichuan—Tibet Railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(3): 445-468. (in Chinese))
[4]康红普.煤矿巷道支护与加固材料的发展及展望[J].煤炭科学技术,2021,49(4):1-11. (Kang Hongpu. Development and prospects of support and reinforcement materials for coal mine roadways[J].Coal Science and Technology,2021,49(4): 1-11. (in Chinese))
[5]付玉凯,鞠文君,吴拥政,等.高冲击韧性锚杆吸能减冲原理及应用研究[J].煤炭科学技术,2019,47(11):68-75. (Fu Yukai, Ju Wenjun, Wu Yongzheng, et al.Study on principle application of energy absorption and bump reduction of high impact toughness rock bolt[J].Coal Science and Technology,2019,47(11): 68-75. (in Chinese))
[6]Jager A F. Two new support units for the control of rockburst damage[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstract, 1994, 31(2): 621-631.
[7]Simser B, Joughin W C,Ortlepp W D. The performance of Brunswick mine's rockburst support system during a severe seismic episode[J]. Journal of The South African Institute of Mining and Metallurgy, 2002, 102(4): 217-233.
[8]Simer B, Andrieux P. Field behaviour and failure modes of modified conebolts at the craig, LaRonde and Brunswick mines in Canada[J]. Australian Centre for Geomechanics, 2007,1(8):347-354.
[9]Varden R, Lachenicht R, Player J. Development and implementation of the garford dynamic bolt at the Kanowna Belle Mine[A]// 10th Underground Operators' Conference [C]. Launceston, Australia, 2008: 14-19.
[10]Li C C. A new energy-absorbing bolt for rock support in high stress rock mass[J]. International Journal of Rock Mechanics and Mining Sciences, 2010, 47(3): 396-404.
[11]宫伟力,张自翔,高霞,等.双根并联恒阻大变形锚杆吸收冲击能量研究[J].地下空间与工程学报,2019,15(1):116-124.(Gong Wili,Zhang Zixiang,Gao Xia,et al.Investigation on the impact energy for two bolts with constant resistance and large deformation[J].Chinese Journal of Underground Space and Engineering,2019,15(1):116-124.(in Chinese))
[12]Wang G, Wu X Z, Jiang Y J. A new yielding bolt for rock support in high stress rock masses[J]. Applied Mechanics and Materials, 2012 (1): 204-208.
[13]杨喻声.一种大尺度让压锚杆特性分析及其应用研究[J].隧道建设,2017,37(3):321-329. (Yang Yusheng. Study of performance and application of yielding anchor bolt with large allowable deformation[J]. Tunnel Construction, 2017,37(3):321-329. (in Chinese))
[14]孔令喜,顾坤,张生,等.软岩大变形地质条件下的让压支护体系试验研究[J].地下空间与工程学报,2020,16(增1):55-58.(Kong Lingxi,Gu Kun,Zhang Sheng,et al.Experimental research on yielding support system of soft rock under large deformation conditions[J].Chinese Journal of Underground Space and Engineering,2020,16(Supp.1):55-58.(in Chinese))
[15]张季如, 唐保付. 锚杆荷载传递机理分析的双曲函数模型[J]. 岩土工程学报, 2002, 24(2): 188-192. (Zhang Jiru, Tang Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Jounal of Geotechnical Engineering, 2002, 24(2): 188-192. (in Chinese))
[16]Kim N K, Park J S, Kim S K. Numerical simulation of ground anchors[J]. Computers and Geotechnics, 2007, 34(6): 498-507.
[17]应志民, 张洁, 尚岳全. 锚杆荷载-位移曲线的指数函数模型研究[J]. 岩土力学, 2005, 26(8): 1331-1334. (Ying Zhimin, Zhang Jie, Shang Yuequan. Exponential model for simulating load-displacement curve of anchor rod[J]. Rock and Soil Mechanics, 2005, 26(8): 1331-1334. (in Chinese))
[18]周伟,郭师心,熊磊,等.散粒体中的锚杆加固效应规律及作用机理分析[J].武汉大学学报(工学版),2017,50(5):648-656. (Zhou Wei, Guo Shixin, Xiong Lei, et al. Laws of anchoring effect with anchor bolts in granular mixtures and analysis of acting mechanism[J]. Engineering Journal of Wuhan University, 2017, 50(5):648-656. (in Chinese))
[19]何满潮, 李晨, 宫伟力, 等. NPR锚杆/索支护原理及大变形控制技术[J]. 岩石力学与工程学报, 2016, 35(8): 1513-1529. (He Manchao, Li Chen, Gong Weili, et al. Support principles of NPR bolts/cables and control techniques of large deformation[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(8): 1513-1529. (in Chinese))
[20]陶志刚, 郭爱鹏, 何满潮, 等.微观负泊松比锚杆静力学特性及其工程应用研究[J].岩土力学,2022,43(3):808-818. (Tao Zhigang, Guo Aipeng, He Manchao, et al. Static characteristics and engineering applications of micro negative Poisson's ratio bolt[J]. Rock and Soil Mechanics,2022,43(3):808-818. (in Chinese))
[21]陶文斌,吴平平,陈铁林,等.基于锚杆拉拔试验优化锚固承载特性研究[J].煤炭科学技术,2022,50(9):10-19. (Tao Wenbin, Wu Pingping, Chen Tielin,et al. Experimental research on optimization of anchorage bearing characteristics based on bolt pull-out test[J].Coal Science and Technology,2022,50(9):10-19. (in Chinese))
[22]He M C, Gong W L, Wang J, et al. Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance[J]. International Journal of Rock Mechanics and Mining Sciences, 2014, 67: 29-42.
[23]Tao Z, Luo S, Qiao Y, et al. Key factors analysis and constitutive equation modification of a macro-NPR bolt for achieving high constant resistance and large deformation characteristics[J]. International Journal of Rock Mechanics and Mining Sciences, 2021, 147(1): 1-13.