[1] 刘晓辉,桂欣,余洁, 等.卸围压深埋大理岩扩容特征与裂纹演化规律[J].地下空间与工程学报, 2022, 18(6): 1922-1932.(Liu Xiaohui, Gui Xin,Yu Jie, et al.Dilatancy characteristics and crack evolution of deep-buried marble under unloading confining pressure[J].Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1922-1932.(in Chinese))
[2] 凌同华,曹峰,李洁, 等.岩溶隧道富裂隙围岩的爆破力学特性分析[J].地下空间与工程学报, 2015, 11(增2): 810-816.(Ling Tonghua,Cao Feng,Li Jie,et al.Analysis on mechanical characteristics of fissure-rich surrounding rock blasting of karst tunnel[J].Chinese Journal of Underground Space and Engineering, 2015, 11(Supp.2): 810-816.(in Chinese))
[3] 杨建华,代金豪,姚池, 等.爆破开挖扰动下锚固节理岩质边坡位移突变特征与能量机理[J].爆炸与冲击, 2022, 42(3): 138-149.(Yang Jianhua, Dai Jinhao, Yao Chi, et al.Displacement mutation characteristics and energy mechanisms of anchored jointed rock slopes under blasting excavation disturbance[J].Explosion and Shock Waves, 2022, 42(3): 138-149.(in Chinese))
[4] 徐帮树,张万志,石伟航, 等.节理裂隙层状岩体隧道掘进爆破参数试验研究[J].中国矿业大学学报, 2019, 48(6): 1248-1255.(Xu Bangshu, Zhang Wanzhi, Shi Weihang, et al.Experimental study of parameters of tunneling blasting in jointed layered rock mass[J].Journal of China University of Mining & Technology, 2019, 48(6): 1248-1255.(in Chinese))
[5] 夏文俊,卢文波,陈明, 等.白鹤滩坝址柱状节理玄武岩爆破损伤质点峰值振速安全阈值研究[J].岩石力学与工程学报, 2019, 38(增1): 2997-3007.(Xia Wenjun, Lu Wenbo, Chen Ming, et al.Study on safety threshold of peak particle velocity about blasting damage of columnar jointed basalt rock mass in Baihetan Dam site[J].Chinese Journal of Rock Mechanics and Engineering,2019, 38(Supp.1): 2997-3007.(in Chinese))
[6] 胡刚,费鸿禄,包士杰, 等.基于HHT分析隧道围岩结构爆破累积损伤效应[J].地下空间与工程学报, 2020, 16(1): 249-259.(Hu Gang,Fei Honglu,Bao Shijie, et al.Blasting damage accumulative effect of tunnel surrounding rock structure on HHT[J].Chinese Journal of Underground Space and Engineering, 2020, 16(1): 249-259.(in Chinese))
[7] 梁瑞,吕亚茹,周文海, 等.地下采场爆破炮孔堵塞效应及长度研究[J].地下空间与工程学报, 2020, 16(5): 1546-1554.(Liang Rui,Lü Yaru,Zhou Wenhai, et al.Study on blockage effect and the stem length in underground stope blasting[J].Chinese Journal of Underground Space and Engineering, 2020, 16(5): 1546-1554.(in Chinese))
[8] 朱大鹏,阿布拉铁,许红波.爆破振动下大前石岭隧道岩堆围岩动力响应预测[J].地下空间与工程学报, 2021, 17(增2): 645-649.(Zhu Dapeng,Abu Latie,Xu Hongbo.Dynamic response prediction of surrounding rock pile under blasting vibration in daqianshiling tunnel[J].Chinese Journal of Underground Space and Engineering, 2021, 17(Supp.2): 645-649.(in Chinese))
[9] 荣凯,杨军,陈占扬.土介质挡墙对爆炸冲击波衰减规律研究[J].工程爆破, 2021, 27(6): 1-8.(Rong Kai, Yang Jun, Chen Zhanyang.Study on attenuation law of soil retaining wall to blast wave[J].Engineering Blasting, 2021, 27(6): 1-8.(in Chinese))
[10] Li X, Gao W, Guo L,et al.Influences of the number of non-consecutive joints on the dynamic mechanical properties and failure characteristics of a rock-like material[J].Engineering Failure Analysis, 2023, 146: 107101.
[11] 张嘉凡,高壮,程树范, 等.煤岩HJC模型参数确定及液态CO2爆破特性研究[J].岩石力学与工程学报, 2021, 40(增1): 2633-2642.(Zhang Jiafan, Gao Zhuang, Cheng Shufan, et al.(Parameters determination of coal-rock HJC model and research on blasting characteristics by liquid CO2[J].Chinese Journal of Rock Mechanics and Engineering, 2021, 40(Supp.1): 2633-2642.(in Chinese))
[12] 李秀虎.炸药与岩石合理匹配关系的模拟研究[D].鞍山:辽宁科技大学, 2018.(Li Xiuhu.Simulation study on rational matching relationship between explosives and rocks[D].Anshan: University of Science and Technology Liaoning, 2018.(in Chinese))
[13] 许海亮,任合欢,宋义敏.带裂纹花岗岩试件三点弯变形演化及破裂机制[J].地下空间与工程学报, 2022, 18(4): 1199-1207.(Xu Hailiang, Ren Hehuan, Song Yimin.Deformation evolution and failure mechanism of three-point bending granite specimen with cracks[J].Chinese Journal of Underground Space and Engineering, 2022, 18(4): 1199-1207.(in Chinese))
[14] 王军祥,曾相森,徐晨晖, 等.基于图像处理技术的岩体裂隙定量识别方法研究[J].地下空间与工程学报, 2022, 18(2): 446-457.(Wang Junxiang, Zeng Xiangsen, Xu Chenhui, et al.Study on quantitative identification method of rock fracture based on image processing technology[J].Chinese Journal of Underground Space and Engineering, 2022, 18(2): 446-457.(in Chinese))
[15] Hough P.Method and means for recognizing complex patterns[P].Patent:US19600017715, 1962-12-18.
[16] 崔岩,周鑫昌,刘亚飞, 等.基于Hough变换的太阳子午线提取方法[J].光学学报, 2020, 40(17): 14-20.(Cui Yan, Zhou Xinchang, Liu Yafei, et al.Solar meridian extraction method based on hough transformation[J].Acta Optica Sinica, 2020, 40(17): 14-20.(in Chinese))
[17] 覃若琳,蒋晓刚,金良安, 等.基于Hough变换的水中气泡群特征参数提取方法研究[J].兵工学报, 2019, 40(12): 2504-2512.(Qin Ruolin, Jiang Xiaogang, Jin Liang'an, et al.Study of characteristics extraction of underwater bubbles group based on hough transform[J].Acta Armamentarii, 2019, 40(12): 2504-2512.(in Chinese))
[18] 石峰源,郑循江,姜丽辉, 等.基于霍夫变换的空间非合作目标点云配准算法[J].北京航空航天大学学报, 2023,49 (8): 2071-2078.(Shi Fengyuan, Zheng Xunjiang, Jiang Lihui, et al.Point cloud registration algorithm for non-cooperative targets based on hough transform[J].Journal of Beijing University of Aeronautics and Astronautics, 2023,49 (8): 2071-2078.(in Chinese))
[19] Rizzo R E, Healy D, Heap M J, et al.Detecting the onset of strain localization using two‐dimensional wavelet analysis on sandstone deformed at different effective pressures[J].Journal of Geophysical Research: Solid Earth, 2018, 123(12): 410-460, 478.
[20] Rizzo R E, Healy D, Farrell N J,et al.Riding the right wavelet: Quantifying scale transitions in fractured rocks[J].Geophysical Research Letters, 2017, 44(23): 11808-11815.
[21] Rizzo R E, Healy D, De Siena L.Benefits of maximum likelihood estimators for fracture attribute analysis: Implications for permeability and up-scaling[J].Journal of Structural Geology, 2017, 95: 17-31.
[22] 周智,朱永生,张优云, 等.基于EMD间隔阈值消噪与极大似然估计的滚动轴承故障诊断方法[J].振动与冲击, 2013, 32(9): 155-159.(Zhou Zhi,Zhu Yongsheng,Zhang Youyun, et al.Fault diagnosis of rolling bearings based on EMD Interval-Threshold denoising and maximum likelihood estimation[J].Journal of Vibration and Shock, 2013, 32(9): 155-159.(in Chinese))
[23] 池招招,蒋军成,刁旭, 等.基于声波衰减模型对液体管道泄漏位置的极大似然估计[J].振动与冲击, 2021, 40(15): 238-245.(Chi Zhaozhao,Jiang Juncheng, Diao Xu, et al.Maximum likelihood estimation for leakage location of liquid pipeline based on acoustic attenuation model[J].Journal of Vibration and Shock, 2021, 40(15): 238-245.(in Chinese))
[24] 刘运毅,黎相成,黄约, 等.基于极大似然估计的工业机器人腕部6维力传感器在线标定[J].机器人, 2019, 41(2): 216-221.(Liu Yunyi,Li Xiangcheng,Huang Yue,et al.Online calibration for the 6-axis force sensor in the wrist of industrial robot based on maximum likelihood estimation[J].Robot, 2019, 41(2): 216-221.(in Chinese))
[25] 陈占扬.露天台阶爆破岩石破碎形态试验研究[D].北京理工大学, 2021.(Chen Zhanyang.Experimental study on rock broken morphology of open pit bench blasting[D].Beiijing: Beijing Institute of Technology, 2021.(in Chinese))
[26] 李桐,陈明,叶志伟, 等.不同耦合介质爆破爆炸能量传递效率研究[J].爆炸与冲击, 2021, 41(6): 4-14.(Li Tong, Chen Ming, Ye Zhiwei, et al.Study on the energy transfer efficiency of explosive blasting with different coupling medium[J].Explosion And Shock Waves, 2021, 41(6): 4-14.(in Chinese))
[27] Halquist J.LS-DYNA keyword user's manual version 971[M].Livermore Software Technology Corporation, Livermore, 2007.
[28] Yang J, Liu K W, Li X D, et al.Stress initialization methods for dynamic numerical simulation of rock mass with high in-situ stress[J].Journal of Central South University, 2020, 27(10): 3149-3162.
[29] Wan W, Yang J, Xu G, et al.Determination and evaluation of Holmquist-Johnson-Cook constitutive model parameters for ultra-high-performance concrete with steel fibers[J].International Journal of Impact Engineering, 2021, 156: 103966.
[30] Yang L, Yang S, Zhang Z, et al.Dynamic response of gradient double-corrugated sandwich plate subjected to underwater blast loads[J].Mechanics of Advanced Materials and Structures, 2021,30: 388-399.
[31] 李健钰.不同强度混凝土爆破漏斗形态实验研究[D].绵阳:西南科技大学, 2018.(Li Jianyu.Experimental study on the morphology of blasting funnel with different strength concrete[D].Mianyang: Southwest University of Science and Technology, 2018.(in Chinese))
[32] Healy D, Rizzo R E, Cornwell D G, et al.FracPaQ: A MATLABTM toolbox for the quantification of fracture patterns[J].Journal of Structural Geology, 2017, 95: 1-16.
[33] 侯运炳,张兴,李攀, 等.冻融循环对全尾砂固结体力学性能影响及无损检测研究[J].工程科学学报, 2019, 41(11): 1433-1443.(Hou Yunbing,Zhang Xing,Li Pan,et al.Mechanical properties and nondestructive testing of cemented mass of unclassified tailings under freeze-thaw cycles[J].Chinese Journal of Engineering, 2019, 41(11): 1433-1443.(in Chinese))
[34] 冷振东,范勇,卢文波, 等.孔内双点起爆条件下的爆炸能量传输与破岩效果分析[J].岩石力学与工程学报, 2019, 38(12): 2451-2462.(Leng Zhendong,Fan Yong,Lu Wenbo, et al.Explosion energy transmission and rock-breaking effect of in-hole dual initiation[J].Chinese Journal of Rock Mechanics and Engineering, 2019, 38(12): 2451-2462.(in Chinese))
[35] 魏晨慧,朱万成,白羽, 等.不同节理角度和地应力条件下岩石双孔爆破的数值模拟[J].力学学报, 2016, 48(4): 926-935.(Wei Chenhui, Zhu Wancheng, Bai Yu, et al.Numerical simulation on two-hole blasting of rock under different joint angles and in-situstress conditions[J].Chinese Journal of Theoretical and Applied Mechanics, 2016, 48(4): 926-935.(in Chinese))