层理对爆破振动传播规律的影响

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Abstract Shandong Haiyang Nuclear Power Plant site contains multitudinous stratifications. On the basis of monitoring points? velocity of blasting vibration，the attenuation laws of blasting vibration in different directions to stratification are given out in the process of blasting excavation. It is concluded based on blasting experiment that the velocity of blasting vibration along the stratification strike is bigger than that perpendicular to the stratification strike with same distance and same excavation without considering the influence of blasting rear impact. What?s more，blasting vibration damped exponential increases when the angle between stratification strike and the line from monitoring points to explosive source makes larger. Therefore，the monitoring points need to be made sure on rational site in accordance with the site geological condition；and it is necessary to have several monitoring points when the site situation is complex.

Key words： blasting engineering batholiths blasting vibration blasting control attenuation law stratification

Received: 13 April 2012

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http://www.rockmech.org/EN/Y2012/V31/I10/2103

[1]	卢文波，李海波，陈明，等. 水电工程爆破振动安全判据及应用中的几个关键问题[J]. 岩石力学与工程学报，2009，28(8)：1 513-1 520.(LU Wenbo，LI Haibo，CHEN Ming，et al. Safety criteria of blasting vibration in hydropower engineering and several key problems in their application[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(8)：1 513-1 520.(in Chinese))
[5]	李俊如，夏祥，李海波，等. 核电站基岩爆破开挖损伤区研究[J].岩石力学与工程学报，2005，24(增1)：4 674-4 678.(LI Junru，XIA Xiang，LI Haibo，et al. Study on blast-induced bedrock damage extension for a nuclear power station project[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(Supp.1)：4 674-4 678. (in Chinese)) " target="_blank">
[9]	李夕兵. 论岩体软弱结构面对应力波传播的影响[J].爆炸与冲击，1993，13(4)：334-342.(LI Xibing. Influence of the structural weakness planes in rock mass on the propagation of stress waves[J]. Explosion and Shock Waves，1993，13(4)：334-342.( in Chinese))
[13]	MYER L R，PYRAK-NOLTE L J，COOK N G W. Effects of single fractures on seismic wave propagation[C]// Proceedings of ISRM Symposium on Rock Joints. Rotterdam：A. A. Balkema，1990：467-473. " target="_blank">
[4]	夏祥，李俊如，李海波，等. 广东岭澳核电站爆破开挖岩体损伤特征研究[J]. 岩石力学与工程学报，2007，26(12)：2 510-2 516. (XIA Xiang，LI Junru，LI Haibo，et al. Study on damage characteristics of rock mass under blasting load in Ling?ao nuclear power station，Guangdong province[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(12)：2 510-2 516.(in Chinese))
[8]	王明洋，钱七虎. 爆炸应力波通过节理裂隙带的衰减规律[J].岩土工程学报，1995，17(2)：42-46.(WANG Mingyang，QIAN Qihu. Attenuation law of explosive wave propagation in cracks[J]. Chinese Journal of Geotechnical Engineering，1995，17(2)：42-46.(in Chinese))
[12]	LI J C，MA G W. Analysis of blast wave interaction with a rock joint[J]. Rock Mechanics and Rock Engineering，2010，43(6)：777-787.
[2]	蔡德所，张继春，刘浩吾，等. 三峡工程坝基岩体爆破地震效应的现场试验研究[J]. 人民长江，1996，27(5)：6-9.(CAI Desuo，ZHANG Jichun，LIU Haowu，et al. Three Gorges dam field test study of rock mass blasting seismic effects[J]. Yangtze River，1996，27(5)：6-9.(in Chinese))
[6]	李洪涛，舒大强. 爆破震动衰减规律的影响因素[J]. 武汉大学学报：工学版，2005，38(1)：79-82.(LI Hongtao，SHU Daqiang. Influential factors analysis of blasting vibration attenuation law[J]. Engineering Journal of Wuhan University，2005，38(1)：79-82.(in Chinese))
[10]	CAI J G，ZHAO J. Effect of multiple parallel fracture on apparent attenuation of stress waves in rock masses[J]. International Journal of Rock Mechanics and Mining Sciences，2000，37(4)：661-682. " target="_blank">
[14]	张奇. 应力波在节理处的传递过程[J]. 岩土工程学报，1986，8(6)：99-105.(ZHANG Qi. Stress wave propagation in jointed at the delivery process[J]. Chinese Journal of Geotechnical Engineering，1986，8(6)：99-105.(in Chinese))
[3]	夏祥，李海波，张大岩，等. 红沿河核电站基岩爆破的控制标准[J]. 爆炸与冲击，2010，30(1)：27-32.(XIA Xiang，LI Haibo，ZHANG Dayan，et al. Safety threshold of blasting induced rock vibration for Hongyanhe nuclear power plant[J]. Explosion and Shock Waves，2010，30(1)：27-32.(in Chinese))
[7]	周剑，张路青，胡瑞林，等. 大型结构面产状影响下应力波传播规律研究[J]. 岩石力学与工程学报，2011，30(4)：769-780.(ZHOU Jian，ZHANG Luqing，HU Ruilin，et al. Study rules of stress waves propagation under various attitudes of large-scale fractures[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(4)：769-780.(in Chinese))
[11]	夏致晰，张生余，涂建刚. 爆炸应力波在层状岩体中的传播与衰减[J]. 河南科学，2007，25(5)：727-730.(XIA Zhixi，ZHANG Shengyu，TU Jiangang. The propagation and attenuation of the explosive stress wave in layered rock mass[J]. Henan Science，2007，25(5)：727-730.(in Chinese))
[15]	尚嘉兰，郭汉彦. 岩体裂隙对应力波传播的影响[C]// 防护工程学术交流会论文集. [S. l.]：[s. n.]，1979：91-98.(SHANG Jialan，GUO Hanyan. The affection of the rock cranny to the spend of stress wave[C]// Essays in the Protection Engineering Seminar. [S. l.]：[s. n.]，1979：91-98.(in Chinese)) " target="_blank">
[16]	中华人民共和国国家标准编写组. GB 6722—2003爆破安全规程[S]. 北京：中国标准出版社，2004.(The National Standards Compilation Group of People?s Republic of China. GB 6722—2003 Safety regulations for blasting[S]. Beijing：Standards Press of China，2004. (in Chinese)) " target="_blank">