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《Journal of Railway Science and Engineering》 2007-01
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Study on blasting vibration simulating darthquake

SHANG Shou-ping,YU Jun,WANG Hai-dong,ZHU Zhi-hui(College of Civil Engineering,Hunan university,Changsha 410082,China)  
The tests research of blasting vibration simulating earthquake were carried out by a reinforced concrete pipe embedded landscape orientation and hangfire.The issue of peak value superposing of hangfire was discussed.Based on the statistical analysis of measurement data obtained in this test,an equivalent explosive method was proposed,the equivalent was applied in this field and this blasting mode.The results show that the wave accepted from this test is similar to that of the natural one and the blasting method can be used to simulate earthquake.
【Fund】: 国家自然科学基金资助项目(50278033 50578062);; 教育部科学技术研究重点资助项目(重点03122)
【CateGory Index】: TU413.5;TU317
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【Co-citations】
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1 JIN Jianjun1,2;ZHANG Hongru2;HUANG Chunxia3;YUAN Zhenghui2(1.China State Construction International Co.,Beijing 100026,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;3.School of Civil Engineering,Nanjing Industry University,Nanjing Jiangsu 210009,China);Experimental Study on Liquefiable Foundation Improved by Stone Columns Under Cyclic Loading[J];Journal of Beijing Jiaotong University;2008-04
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3 SHANG Shou-ping,YAO Fei,LIU Ke(Civil Engineering College,Hunan University,Changsha 410082,China);Shaking table testing of shock insulation by Soft soil-hinged pier system[J];Journal of Railway Science and Engineering;2006-06
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1 SHANG Shou-ping, LU Hua-xi, WANG Hai-dong, YU Jun, LIU Fang-cheng (Civil Engineering College, Hunan University, Changsha 410082, China);Test Investigation and Theoretical Analysis of Large-Scale Model on Dynamic Soil-Pile-Structure Interaction[A];[C];2006
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3 Wang Dongpo (College of architecture and art,Hefei University of Technology,Hefei 230009,China);Analysis of the Dynamic Response of Squezed Branch Piles-Soil and Structure System[A];[C];2008
【Co-references】
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1 QIAN Sheng guo (Yangtze River Scientrfic Academy, Wuhan 430010);Method of Structural Dynamic Reponse Analysis of Blasting Ground Vibration Velodity Displacement Excitation[J];BLASTING;2000-S1
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