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《EXPLOSION AND SHOCK WAVES》 1998-04
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BLASTING SAFETY CRITERION FOR THE ROCK WALL BETWEEN TEMPORARY SHIPLOCK AND SHIPLIFT IN THREE GORGES PROJECT

Zhu Chuanyun, Lu Wenbo(Wuhan University of Hydraulic and Electric Engineering,Wuhan,430072)  
The temporary shiplock is situated to the right of the shiplift and runs parallel to it.They are separated by a rock wall.When the rock excavation of the shiplock gets to elevation of 69m,the excavation of the shiplift begins from elevation of 88m.To ensure safety and steady of the rock wall during the period of blasting excavation,a safety criterion for controlling the blast vibration effect determined by experimental study is described in this paper.
【Fund】: 武汉水利电力大学211工程建设费资助
【CateGory Index】: TV542
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【Co-citations】
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1 Bao Derong;Gao Yongtao;Xiao Shu;Kong Ge;School of Civil and Environment Engineering,University of Science and Technology Beijing;Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mine;Shanghai Zhongcai Engineering Testing Co.,Ltd.;;Monitoring of Blasting Vibration and Numerical Simulation of a Foreign Open-pit Mine Slope[J];现代矿业;2015-12
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3 CHEN Chaoyu1,2,HUANG Wenhui1,TAN Hua2 (1.school of Energy Resources,China University of Geosciences(Beijing),Beijing 100083,China;2.104 Geological Team,Bureau of Geology and Mineral Resources of Guizhou Province,Duyun 558000,China);Model experimental study of the effect of vibration on the soft coal sandwich bedding slope Stability[J];矿业工程研究;2010-02
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6 ZHANG Dianji( Department of Civil Engineering, Wuhan Institute of Chemical Technology, Wuhan 430073,China );Influence of cracks and unloading on rock slope[J];武汉化工学院学报;2002-01
7 Zhu Chuanyun, Lu Wenbo(Wuhan University of Hydraulic and Electric Engineering,Wuhan,430072);BLASTING SAFETY CRITERION FOR THE ROCK WALL BETWEEN TEMPORARY SHIPLOCK AND SHIPLIFT IN THREE GORGES PROJECT[J];爆炸与冲击;1998-04
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1 LU Wen-boa,b,ZHANG Lea,b,ZHOU Jun-rua,b,JIN Xu-haoa,b,CHEN Minga,b,YAN Penga,b(a.State Key Lab of Water Resources and Hydropower Engineering Science;b.Key Lab of Rock Mech in Hydraulic Struct Eng Ministry of Education,Wuhan University,Wuhan 430072,China);Theoretical Analysis on Decay Mechanism and Law of Blasting Vibration Frequency[J];爆破;2013-02
2 HU Yingguo1,2,LU Wenbo1,2,JIN Xuhao1,2,CHEN Ming1,2,YAN Peng1,2(1.State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan,Hubei 430072,China;2.Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering,Ministry of Education,Wuhan University, Wuhan,Hubei 430072,China);NUMERICAL SIMULATION FOR EXCAVATION BLASTING DYNAMIC DAMAGE OF ROCK HIGH SLOPE[J];岩石力学与工程学报;2012-11
3 CHENG Kang1,SU Wei-qian1,ZHANG Gui-tao2,WU Jin-gui1 (1.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China; 2.Zhongtian Road and Bridge Co Ltd,Wuhan 430030,China);Analysis on Influence of Contour Boreholes Space with Air-decked Charge on Smooth Blasting Effect[J];爆破;2011-04
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5 LU Wenbo1,LI Haibo2,CHEN Ming1,ZHOU Chuangbing1,WU Xinxia3 (1. State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan,Hubei 430072, China;2. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;3. Yangtze River Scientific Research Institute,Wuhan,Hubei 430030,China);SAFETY CRITERIA OF BLASTING VIBRATION IN HYDROPOWER ENGINEERING AND SEVERAL KEY PROBLEMS IN THEIR APPLICATION[J];岩石力学与工程学报;2009-08
6 ZHANG Guohua1,CHEN Libiao2,XIA Xiang1,LIU Minggui1,LI Qi1,3 (1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences,Wuhan,Hubei 430071,China; 2. Fujian Provincial Expressway Construction Headquarters,Fuzhou,Fujian 350001, China;3. Wuhan RSM Intelligence Geotechnique Co.,Ltd.,Wuhan,Hubei 430071,China);NUMERICAL SIMULATION AND EXPERIMENTAL STUDY OF DAMAGE RANGE OF SURROUNDING ROCK IN LARGE TUNNEL UNDER BLASTING EXCAVATION[J];岩石力学与工程学报;2009-08
7 LIU Minggui1,ZHANG Guohua1,LIU Shaobo1,LI Qi2(1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2.Wuhan RSM Intelligence Geotechnique Co.,Ltd.,Wuhan,Hubei 430071,China);RESEARCH ON ACCUMULATIVE DAMAGE EFFECT OF INTERLAID ROCK IN DAMAOSHAN TUNNEL GROUP WITH SMALL CLEAR DISTANCE[J];岩石力学与工程学报;2009-07
8 WU Liang1,ZHU Hong-bing2,LU Wen-bo3(1.Wuhan University of Science and Technology,College of Science,Wuhan 430081,China;2.China Three Gorges Project Corporation,Yichang 443002,Hubei,China;3.State Key Laboratory of Water Resource and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);AN OVERVIEW AND DISCUSSION OF THE STUDY ON AIR-DECKING BLASTING[J];工程爆破;2009-01
9 YANG Xiao-lin, HOU Ai-jun (Luoyang Institute of Science and Technology, Luoyang 471000, China);Blasting Seismic Effects and Safe Criterion in Metro Tunnel Excavation[J];洛阳理工学院学报(自然科学版);2008-01
10 Hao Xiaosu1,Jin Lu1,He Yuankang2(Technology Department of the Fifth Engineering Co.Ltd.of CRFG,Baoji 721006,China);Highway Tunnel Construction Optimization of Double-sidewalls Guiding-hole Method[J];现代交通技术;2008-01
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1 LIU Tao;CHEN Ming;HU Hao-ran;YAN Peng;State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University;Key Lab of Rock Mechanics in Hydraulic Structural Engineering,Ministry of Education,Wuhan University;;Study on Blasting Vibration Characteristics of Rock Mass with Composite Energy Dissipation Structure at Bottom of Blasthole[J];爆破;2017-04
2 Li Jianyu;Pu Chuanjin;Chen Guixin;Li Yang;Fen Yangyang;Xiao Dingjun;School of Environment and Resource,Southwest University of Science and Technology;Non-Coal Mine Safety Technology Key Laboratory of Sichuan Province Colleges and Universities;CBMI Construction Co.,Ltd of Yanzhou;;Experiments of Deck Charging Blasting Damage at Different Positions[J];金属矿山;2017-12
3 LIN Fa-zhan;CHEN Pei-huang;LIU Si-de;GUAN Zhen-chang;The 3rd Construction Co.,Ltd.,China Railway 22nd Corporation;College of Civil Engineering,Fuzhou University;;Refined numerical simulation for the single-hole blasting in the drilling and blasting excavation[J];工程爆破;2017-06
4 DENG E;YANG Weichao;LEI Mingfeng;YIN Rongshen;School of Civil Engineering,Central South University;National Engineering Laboratory for High Speed Railway Construction,Central Soath Universty;;Analysis of Surrounding Rock Stability during Blasting Construction of Tunnel with Thin Bedrock Roof[J];隧道建设(中英文);2017-11
5 BI Chunjie;XIE Dan;XIE Jingyu;Yunnan Referendum Construction Group Co.Ltd .;School of Food and Chemical Engineering,College of Shaoyang;;The Influence Factors of Small Spacing Tunnels Blasting Vibration Analysis[J];中国锰业;2017-05
6 Guosheng Zhong;Yongzhong Lou;Yuhua Fu;School of Architecture & Civil Engineering,Huizhou University;College of Applied Science,Jiangxi University of Science & Technology;;Vibration Effect and Damage Evolution Characteristics of Tunnel Surrounding Rock Under Cyclic Blasting Loading[J];Journal of Beijing Institute of Technology;2017-03
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