A study on the variation of cavity volume and energy dissipation with resistance line under blast impact load
LEI Zhen1,HUANG Yonghui2,CHEN Wenmeng2,ZHANG Zhiyu3,ZHOU Jiguo3
1.Institute of Mining Engineering, Guizhou Institute of Technology, Guiyang 550003, China;
2.Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, China;
3.Faculty of Land and Resource Engineering, Kunming University of Science and Technology, Kunming 650093, China
In view of the problems of the shock load volume and energy consumption proportion around rock mass media under the impact load of a columnar cartridge, a simple calculation formula for rock crushing energy consumption in the excessive crushing zone was built based on uniaxial dynamic compressive force, with the theory of blasting rock and fracture mechanics and some extreme characteristics of the explosion, such as instantaneous, high temperature, and high pressure.And then a model test study was carried out.The results show that: with the minimum resistance line increased from 120 mm to 200 mm, the cavity radius increased from 2.6 times to 4.6 times of the hole radius, and the cavity volume increased by 3.56 times, which presented an obvious exponential growth trend.The energy consumption increased from 524 J to 1 870 J, and the proportion of energy consumption increased from 5.93% to 21.13%, which was basically consistent with the existing research results and these results verified the feasibility of the calculation formula.The research results in this work can provide theoretical basis for the design and construction of smooth blasting, pre-splitting blasting and controlled blasting.
雷振1,黄永辉2,陈文梦2,张智宇3,周继国3. 爆炸冲击荷载下扩腔体积和能耗随抵抗线的变化规律研究[J]. 振动与冲击, 2021, 40(4): 66-71.
LEI Zhen1,HUANG Yonghui2,CHEN Wenmeng2,ZHANG Zhiyu3,ZHOU Jiguo3. A study on the variation of cavity volume and energy dissipation with resistance line under blast impact load. JOURNAL OF VIBRATION AND SHOCK, 2021, 40(4): 66-71.
[1] Whittles d n,Kingman s,Lowndes i. Laboratory and numerical investigation into the characteristics of rock fragmentation[J]. Minerals Engineering, 2006, 19(14): 1418-1429.
[2] Hamdi e,Du mouza j,Fleurisson j a. Evaluation of the Part of Blasting Energy Used for Rock Mass Fragmentation[J]. Fragblast, 2001, 5(3): 180-193.
[3]吴亮,卢文波,宗琦. 岩石中柱状装药爆炸能量分布[J]. 岩土力学, 2006, 27(5): 735-739.
WU Liang, LU Wen-bo, ZONG Qi. Distribution of explosive energy consumed by column charge in rock[J]. Rock and Soil Mechanics, 2006, 27(5): 735-739.
[4] 顾文彬,王振雄,陈江海,等. 装药结构对爆破震动能量传递及爆破效果影响研究[J]. 振动与冲击, 2016, 35(2): 207-211.
GU Wen-bin,WANG Zhen-xiong,CHEN Jiang-hai.Influence of charge structure on the energy transfer of blasting vibration and explosive effect[J]. Journal of vibration and shock, 2016, 35(2): 207-211.
[5] 肖思友,姜元俊,刘志祥,等. 高地应力下硬岩爆破破岩特性及能量分布研究[J]. 振动与冲击, 2018, 37(15): 143-149.
XIAO Si-you,JIANG Yuan-jun,LIU Zhi-xiang.Hard rock blasting energy distribution and fragmentation characteristics under high earth stress[J]. Journal of vibration and shock, 2018, 37(15): 143-149.
[6] 宗琦,孟德君. 炮孔不同装药结构对爆破能量影响的理论探讨[J]. 岩石力学与工程学报, 2003, 22(4): 641-645.
ZONG Qi,MENG De-jun.Influence of Different Kinds of Hole Charging Structue on Explosion Energy Transmission [J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(4): 641-645.
[7] 宗琦. 岩石爆破的扩腔作用及能量消耗[J]. 煤炭学报, 1997, 22(4): 58-62.
ZONG Qi.Function of Cavity Expansion and Energy Consumption In Rock Blastiong[J].Journal of china coal society,1997, 22(4): 58-62.
[8] 韩亮,辛崇伟,梁书锋,等. 深孔台阶爆破近远区振动特征的试验研究[J]. 振动与冲击, 2017, 36(8): 65-70.
HAN Liang,XIN Chongwei,LIANG Shufeng.3Experimental study on vibration characteristics of deep hole bench blasting in both near and far field[J]. Journal of vibration and shock,2017, 36(8): 65-70.
[9] 曲志明,周心权,巩伟平,等. 大爆破爆炸冲击波在破碎岩体间传播的数值模拟研究[J]. 振动与冲击, 2007, (12): 60-62, 100, 171.
QU Zhiming,ZHOU Xinquan,GONG Weiping.Numerical simulation on shock wave propagation in crushed rocks during intense blasting[J]. Journal of vibration and shock,2007, (12): 60-62, 100, 171.
[10] 杨建华,吴泽南,姚池,等. 地应力对岩石爆破开裂及爆炸地震波的影响研究[J]. 振动与冲击, 2020, 39(13): 64-70, 90.
YANG Jianhua,WU Zenan,YAO Chi.nfluences of in-situ stress on blast-induced rock fracture and seismic waves[J]. Journal of vibration and shock,2020, 39(13): 64-70, 90.
[11] 杨建华,卢文波,严鹏,等. 全断面开挖爆破产生的自由面对振动频率的影响研究[J]. 振动与冲击, 2016, 35(7): 192-197.
YANG Jianhua,LU Wenbo,YAN Peng.Influences of blast-created free surfaces on blasting vibration frequencies during full-face exxcavation[J]. Journal of vibration and shock,2016, 35(7): 192-197.
[12] 张声辉,刘连生,钟清亮,等. 露天边坡爆破地震波能量分布特征研究[J]. 振动与冲击, 2019, 38(7): 224-232.
ZHANG Shenghui,LIU Liansheng,ZHONG Qingliang.Energy distribution characteristics of blast seismic wave on open pit slope[J]. Journal of vibration and shock, 2019, 38(7): 224-232.
[13]冯君,李文彬,徐磊,等. 刚性弹体对素混凝土厚靶侵彻响应的LDPM数值模拟研究[J]. 振动与冲击, 2018, 37(8): 75-81.
FENG Jun,LI Wenbin,XULei.LDPM numerical analysis of hard projectile penetration in thick plain concrete target response[J]. Journal of vibration and shock, 2018, 37(8): 75-81.
[14]逯静洲,林皋,肖诗云,等. 混凝土材料经历三向受压荷载历史后抗压强度劣化的研究[J]. 水利学报, 2001, (11): 8-14.
LUJing-zhou,LINGao,XIAOShi-yun.Study on there duction of concrete compressive strength due to triaxial compressive loading history[J]. Journal of Hydraulic Engineering,2001, (11): 8-14.
[15]刘志恒,陈徐东,陈超. 直接拉伸循环荷载作用下混凝土滞回特性实验研究及定量分析[J]. 振动与冲击, 2020, 39(7): 209-215.
LIU Zhiheng,CHEN Xudong,CHEN Chao.Experiments study and quantitative analysis on hysteresis behavior of plain concrete under uniaxial cyclic tensile loading[J]. Journal of vibration and shock, 2020, 39(7): 209-215.
[16]肖诗云,张剑. 荷载历史对混凝土动态受压损伤特性影响试验研究[J]. 水利学报, 2010, 41(8): 943-952.
XIAO Shi-yun,ZHANG Jian.Experiment study on effect of load histories on dynamic compressive damage behaviors of concrete[J]. Journal of Hydraulic Engineering, 2010, 41(8): 943-952.
[17]崔光耀,王李斌,王明年,等. 隧道纤维混凝土衬砌抗错断性能模型试验研究[J]. 振动与冲击, 2019, 38(13): 50-56, 80.
CUI Guangyao,WANG Libin,WANG Mingnian.Model tests for anti-breaking performance of a fiber reinforced concrete tunnel lining[J]. Journal of vibration and shock, 2019, 38(13): 50-56, 80.
[18]杨健辉,李潇雅,叶亚齐,等. 全轻纤维混凝土的SHPB冲击强度与耗能效应[J]. 振动与冲击, 2020, 39(2): 148-153, 177.
YANG Jianhui,LI Xiaoya,YE Yaqi.Strength and energy dissipation effect of fiber reinforced all-lightweight concrete based on SHPB impact tests[J]. Journal of vibration and shock, 2020, 39(2): 148-153, 177.