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《JOURNAL OF BAOTOU UNIVERSITY OF IRON AND STEEL TECHNOLOGY》 1996-02
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ANALYSIS OF BLASTING VIBRATION

Ma Jianxing;Wang Zhen  
By analysing the distinctions between blasting vibration and natural vibration.authors study damage machanism,influence,strength factor,damage standard of Blasting vibration.
【CateGory Index】: O381
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【References】
Chinese Journal Full-text Database 1 Hits
1 Zhu Huabi1 Tao Ganqiang1 Guan Libo2(1.School of Nuclear Resources and Nuclear Fuel Engineering,University of Nanhua;2.Western Drilling Company);Numerical Simulation Analysis on the Stability of High and Steep Slope under the Effect of Mining Blasting Load[J];现代矿业;2010-03
【Co-references】
Chinese Journal Full-text Database 5 Hits
1 ZHAO Baoyun LIU Baoxian WAN Yiping(School of Architecture and Civil Engineering,Xihua University,Chengdou 610039);NUMERICAL SIMULATION OF BLASTING VIBRATION ON SLOPE STABILITY[J];工程地质学报;2008-01
2 XU Hongtao~(1,2) LU Wenbo~2 ZHOU Chuangbing~2 JIANG Qinghui~2 (1.Dongfang Electric Corporation,Chengdu,Sichuan 610036,China;2.State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan,Hubei 430072,China);TIME HISTORY ANALYSIS METHOD FOR EVALUATING DYNAMIC STABILITY OF HIGH ROCK SLOPE UNDER EXCAVATION BLASTING[J];岩石力学与工程学报;2006-11
3 Ma Jianxing;Wang Zhen;ANALYSIS OF BLASTING VIBRATION[J];包头钢铁学院学报;1996-02
4 Zhang Yongzhe;Zhen Shengli(China Institute of Water Resourses and Hydropower Research,Beijing 100044);STUDY ON EFFECT OF EXCAVATION BLASTING ON DYNAMIC STABILITY OF HIGH ROCK SLOPE AT MANWAN HYDROPOWER STATION[J];工程爆破;1996-01
5 Lu Wenbo; Lai Shixiang; Zhu Chuangyun (Wuhan University of Hydraulic and Electric Engineering, Wuhan, 430072);ANALYSIS OF THE DYNAMIC STABILITY OF ROCK SLOPES UNDER BLASTING VIBRATION CONDITIONS[J];矿冶工程;1996-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 XU Ming-biao;XIA An-xiong;Yiwu Industrial and Commercial College;ZIJIN MINING GROUP COMPANY LIMITED;;Study of impact of blasting vibration on stability of excavation slope[J];化工矿物与加工;2016-07
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