基于模型试验的减振沟减振效应灰关联度分析
Grey Correlation Analysis of Vibration Reduction Effect of Damping Ditch Based on Model Experiment
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摘要: 为了研究爆破地震波传播过程中减振沟的减振规律,以实际工程为背景进行室内减振沟相似模型试验,通过控制减振沟的深度、宽度、长度和相对位置等参数,研究减振沟参数变化时的减振规律。运用灰色绝对关联度法确定减振沟参数对减振效果影响的主次关系,通过分析各变量对测点振速峰值影响的相关程度得出:爆心距和爆源深度为影响爆破振动效应的关键因素,减振沟其他参数一定时,爆心距越小或者爆源越浅,减振沟的减振效应越明显。对确定的爆破施工,减振沟的深度为准优因素,增加减振沟的深度可有效的提高减振效应。Abstract: To study the vibration reduction law of the damping ditch during the blasting seismic wave propagation, the indoor similar model test of damping ditch is carried out by taking the actual engineering as the background. By controlling the parameters such as the depth, width, length and relative position of the damping ditch, to study the vibration reduction law with the damping ditch parameters change. The grey absolute correlation method is used to determine the primary-secondary relationship of the influence of ditch parameters on the vibration reduction effect. The results showed that the blasting distance and the source depth are the key factors affecting the blasting vibration effect. When other parameters of the damping ditch are fixed, the smaller the blasting distance or the shallower the source is, the vibration reduction effect of the damping ditch is obvious. For the determined blasting construction, the ditch depth is a quasi-optimal factor, and increasing the ditch depth can effectively improve the vibration reduction effect.
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[1] 邹新宽,张继春,潘强,等.楔形分段掏槽爆破减振效应研究[J].西南交通大学学报,2018,53(3):450. [2] 谢承煜,罗周全,贾楠,等.露天爆破振动对临近建筑的动力响应及降振措施研究[J].振动与冲击,2013, 32(13):187-193. [3] 王遵义,郭文兵,杨达明.爆破振动对地表残余变形及建筑物影响研究—以云盖山煤矿二矿为例[J].中国安全科学学报,2015,25(12):123-128. [4] 高富强,张光雄,杨军.露天煤矿爆破震动的模型试验及数值计算[J].煤矿安全,2017,48(1):55-58. [5] 丁凯,方向,范磊,等.减震沟对爆破地震波能量特性影响试验研究[J].振动与冲击,2012,31(13):113. [6] 王利军,何忠明,蔡军.减震沟参数对地铁隧道爆破减震效果的影响[J].中南大学学报(自然科学版),2018, 49(3):747-755. [7] 侯舜,刘磊,常朝朝.减震沟内填充物对塌落振动影响的试验研究[J].安全与环境学报,2016,16(4):172. [8] 邓聚龙.灰色系统理论教程[M].武汉:华中理工大学出版社,1990. [9] 吴键飞,叶义成,刘艳章,等.落矿爆破地震效应灰关联分析[J].爆破,2013,30(4):137-142. [10] 孔祥洋,高文乐,田岗,等.基于灰色理论的爆破震动峰速度计算模型的优化[J].煤矿安全,2012,43(1):122-125. [11] 黄成林,陈建平,罗学东,等.露天矿边坡爆破振动影响因素的灰关联分析[J].爆破,2010,27(2):96-98. [12] LI W, WANG X, LI W. The effect of annular multi-point initiation on the formation and penetration of an explosively formed penetrator[J]. International Journal of Impact Engineering, 2010, 37(4): 414-424. [13] LU A, MAO B, LIU H. Physical simulation of rock burst induced by stress waves[J]. Journal of China University of Mining and Technology, 2008, 18(3): 401-405. [14] 钟冬望,吴亮,陈浩.爆炸荷载下岩质边坡动力特性试验及数值分析研究[J].岩土力学与工程学报, 2010,29(S1):2964-2971. [15] 段宝福,他国山.露井联采爆破振动效应的灰色关联度分析[J].工程爆破,2017,23(5):9-13. [16] 刘亚群,李海波,裴启涛,等.基于灰色关联分析的遗传神经网络在水下爆破中质点峰值振动速度预测研究[J].岩土力学,2013,34(S1):259-264. -
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