引文
[1]肖明.地下洞室施工开挖三维动态过程数值模拟分析[J].岩土工程学报,2000,22(4):402-407.XIAO Ming.Three-dimensional Numerical Model of Construc-tion Process for Underground Opening[J].Chinese Journal ofGeotechnical Engineering,2000,22(4):402-407.
[2]黄晓波,周立新,杨志夏,等.爆破碎石填料冲击压实处理试验研究[J].公路交通科技,2006,23(11):23-26.HUANG Xiao-bo,ZHOU Li-xin,YANG Zhi-xia,et al.TestStudy on Broken Stone Treatment by Impacting Compaction[J].Journal of Highway and Transportation Research and De-velopment,2006,23(11):23-26.
[3]许名标,彭德红.某水电站边坡开挖爆破振动动力响应有限元分析[J].岩土工程学报,2006,28(6):770-775.XU Ming-biao,PENG.De-hong.Finite Element Analysis ofDynamic Response on Blasting Vibration in Slope Excavation ofa Hydroelectric Power Station[J].Chinese Journal ofGeotechnical Engineering,2006,28(6):770-775.
[4]闫宝杰,王松根,陈荣生.路堑山体控制爆破技术的应用研究[J].公路交通科技,2005,22(11):65-67.YANG Bao-jie,WANG Song-gen,CHEN Rong-sheng.Appl-ication and Study of the Cutting Massif Controlled and Blown upTechnology[J].Journal of Highway and Transportation Re-search and Development,2005,22(11):65-67.
[5]李利平,李术才,张庆松,等.浅埋大跨隧道现场试验研究[J].岩石力学与工程学报,2007,26(增1):3 565-3 571.LI Li-ping,LI Shu-cai,ZHANG Qing-song,et al.In-situTesting Study on Shallow-buried Large-span Tunnel[J].Ch-inese Journal of Rock Mechanics and Engineering,2007,26(sup.1):3 563-3 571.
[6]汪稔,孟庆山,罗强,等.桥基岩溶洞穴顶板稳定性综合评价[J].公路交通科技,2005,22(6):76-80.WANG Ren,MENG Qing-shan,LUO Qiang,et al.TheComprehensive Evaluation on Roof Stability of Karst Cave Un-der Bridge Foundation[J].Jouranl of Highway and Transpor-tation Research and Development,2005,22(6):76-80.
[7]吴浩艺,刘慧,史雅语,等.临近侧向爆破作用下既有隧道减震问题分析[J].爆破,2002,19(2):74-76.WU Hao-yi,LIU Hui,SHI Ya-yu,et al.Analysis of the Vi-bration Reduction in Tunnel Contour Induced by Adjacent SideBlasting[J].Blasting,2002,19(2):74-76.
[8]李利平,李术才,张庆松,等.小间距隧道施工性态监测与稳定性分析[J].岩土力学,2006,27(增):4158-4 163.LI Li-ping,LI Shu-cai,ZHANG Qing-song,et al.Rock Sta-bility Analysis and Site Monitoring of Mechanical Behavior forExcavation of Closely Adjacent Tunnels[J].Rock and SoilMechanics,2006,27(sup.):4 158-4 163.
[9]阳生权,周健,李雪健.小净距公路隧道爆破振动观测与分析[J].工程爆破,2005,11(3):62-65.YANG Sheng-quan,ZHOU Jian,LI Xue-jian.Blasting Vibra-tion Analysis of little-space Road Tunnel[J].EngineeringBlasting,2005,11(3):62-65.
[10]张继春,曹孝君,郑爽英,等.浅埋隧道掘进爆破的地表振动效应实验研究[J].岩石力学与工程学报,2005,24(22):4 158-4 163.ZHANG Ji-chun,CAO Xiao-jun,ZHENG Shuang-ying,etal.Experimental Study on Vibration Effects of Ground due toShallow Tunnel Blasting[J].Chinese Journal of Rock Me-chanics and Engineering,2005,24(22):4 158-4 163.
[11]张继春,彭琼芳.岩体爆破地震波衰减规律的现场实验研究[J].辽宁工程技术大学学报(自然科学版),2001,22(4):399-401.ZHANG Ji-chun,PENG Qiong-fang.Field Experiment and itsAnalysis of Attenuation Law for Seismic Waves Resulting fromRock Blasting[J].Journal of Liaoning Technical University(Natural Science),2001,22(4):399-401.
[12]谢全敏,夏元友,李新平.龙滩水电站蠕变边坡的爆破振动控制[J].岩石力学与工程学报,2003,22(11):1 929-1 930.XI Quan-min,XIA Yuan-you,LI Xin-ping.Study on BlastingVibration Control of Creep Mass Slope of Longtan HydropowerStation[J].Chinese Journal of Rock Mechanics and Engi-neering,2003,22(11):1 929-1 930.
[13]彭道富,李忠献,杨年华.近距离爆破对既有隧道的振动影响[J].中国铁道科学,2005,26(4):73-76.PENG Dao-fu,LI Zhong-xian,YANG Nian-hua.Vibration Ef-fect on the Working Tunnel Induced by an Adjacent Blasting[J].Chinese Railway Science,2005,26(4):73-76.
[14]SISKIND E D.Frequency Analysis and Use of Response Spectrafor Blast Vibration Assessments in Mining[C]//Proceeding ofthe 22ndAnnual Conference on Explosives and Blasting Tech-nique(volumeII).New Jersey USA:1996:176-183.
[15]张义平,李夕兵,赵国彦,等.爆破振动信号的时频分析[J].岩土工程学报,2005,27(12):1 472-1477.ZHANG Yi-ping,LI Xi-bing,ZHAO Guo-yan,et al.Time-frequency Analysis of Blasting Vibration Signals[J].ChineseJournal of Geotechnical Engineering,2005,27(12):1 472-1 477.
[16]阳生权,刘宝琛.小线间距施工隧道爆破地震影响下既有围岩线性动力分析[J].工程爆破,1998,4(1):1-6.YANG Sheng-quan,LIU Bao-chen.Linear Dynamic Analysison Rock-media of Old Tunnel Affected by Blasting Vibration ofNew Tunnel with Small Line-Clearance[J].EngineeringBlasting,1998,4(1):1-6.
[17]魏晓林.爆破振动对临近建筑物的危害影响[J].爆破,1998,15(1):48-54.WEI Xiao-lin.Study on Destructive Effect of Blasting NearBuilding[J].Blasting,1998,15(1):48-54.