|
|
|
| MODEL TEST OF QUASI-PARALLEL CUT BLASTING IN ROCK DRIVAGE |
| SHAN Renliang,HUANG Baolong,WEI Zhenting,KONG Xiangsong |
| (School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing,100083,China) |
|
|
|
|
Abstract In order to better apply the technique of quasi-parallel cutting blast,based on similarity theory,the similarity criterion of model test of quasi-parallel cutting is established. The physical model tests of quasi-parallel cutting are carried out. Taking the face spacing,array pitch and angle of main cut holes as the key factors,the orthogonal tests are conducted. The results of range analysis show that:(1) The face spacing of main cut holes has the maximum effect on cut depth,next is the angle,and the minimum is the array pitch. (2) For cavity volume,the face spacing of main cut holes has the maximum effect,next is the array pitch,and the minimum is the angle. The results of variance analysis show that:(1) The face spacing of main cut holes has a very significant effect on cut depth,the angle has a significant effect on cut depth,while the array pitch has no effect on cut depth. (2) The three factors all have very significant effects on cavity volume. Besides,the model tests are conducted under the condition that the angle of main cut holes is greater than 85°. The test results show that the influence of angle of main cut holes on quasi-parallel cutting blast is very apparent. Meantime,the test results prove the analysis of corner span between quasi-parallel hole and the free face. The optimization blast parameters of model test are obtained as following:the face spacing of main cut holes is 150 mm;the array pitch of holes is 70 mm and the angle of main cut holes is 83°. The good blast effects are achieved by using the transformation scheme from the above scheme in field engineering.
|
|
Received: 12 July 2011
|
|
|
|
| [1] 王文龙. 钻眼爆破[M]. 北京:煤炭工业出版社,1984:222–226. (WANG Wenlong. Drilling and blasting[M]. Beijing:China Coal Industry Publishing House,1984:222–226.(in Chinese))
[2] 单仁亮,高文蛟. 准直眼强力掏槽的方法:中国,CN101261103[P],2008–09–10.(SHAN Renliang,GAO Wenjiao. Method of quasi- parallel strong cutting:China,CN101261103[P],2008–09–10.(in Chinese))
[3] 单仁亮,汪学清,高文蛟,等. 人工神经网络在巷道爆破中的应用研究[J]. 岩石力学与工程学报,2007,26(增1):3 322–3 328.(SHAN Renliang,WANG Xueqing,GAO Wenjiao,et al. Application research of artificial neural networks to tunnel blasting[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.1):3 322–3 328. (in Chinese))
[4] 单仁亮,黄宝龙,张怀文. 厚软弱夹层岩巷中深孔爆破试验研究[J]. 煤炭科学技术,2009,37(6):39–41.(SHAN Renliang,HUANG Baolong,ZHANG Huaiwen. Experiment and research on deep borehole blasting in mine rock roadway with thick soft and weak parting[J]. Coal Science and Technology,2009,37(6):39–41.(in Chinese))
[5] 汪学清,单仁亮,黄宝龙. 光面爆破技术在破碎的软岩巷道掘进中的应用研究[J]. 爆破,2008,25(3):12–16.(WANG Xueqing,SHAN Renliang,HUANG Baolong. Application research on smooth blasting for cracked soft rock tunneling[J]. Blasting,2008,25(3):12–16.(in Chinese))
[6] 朱 永. 中深孔准直眼掏槽爆破技术与应用研究[硕士学位论文][D]. 北京:中国矿业大学,2008.(ZHU Yong. Medium-deep hole quasi-parallel cut blasting technology and application[M. S. Thesis][D]. Beijing:China University of Mining and Technology,2008.(in Chinese))
[7] 单仁亮,黄宝龙,高文蛟,等. 岩巷掘进准直眼掏槽爆破新技术应用实例分析[J]. 岩石力学与工程学报,2011,30(2):224–232.(SHAN Renliang,HUANG Baolong,GAO Wenjiao,et al. Case studies of new technology application of quasi-parallel cut blasting in rock roadway drivage[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(2):224–232.(in Chinese))
[8] 李之光. 相似与模化(理论及应用)[M]. 北京:国防工业出版社,1982:4–7.(LI Zhiguang. Similarity and modeling(theory and application)[M]. Beijing:National Defense Industry Press,1982:4–7.(in Chinese))
[9] 许连坡. 关于爆破相似律的一些问题[J]. 爆炸与冲击,1985,5(4):1–9.(XU Lianpo. Some problems about the law of similitude in blasting[J]. Explosion and Shock Waves,1985,5(4):1–9.(in Chinese))
[10] 张志呈. 爆破中量纲分析及相似原理[J]. 四川建材学院学报,1992,7(2):63–69.(ZHANG Zhicheng. Dimensional analysis and principle of similitude on blasting engineering[J]. Journal of Sichuan Institute of Building Materials,1992,7(2):63–69.(in Chinese))
[11] 杨振声. 工程爆破的模型试验与模型律[J]. 工程爆破,1995,1(2):1–15.(YANG Zhensheng. Modeling experiment of engineering blasting and model theory[J]. Engineering Blasting,1995,1(2):1–15.(in Chinese))
[12] CHAKRABORTY A K,JETHWA J L. Tunnel blasting techniques in difficult ground conditions[J]. Geotechnical and Geological Engineering,1994,(12):219–239.
[13] 马建军,段卫东,钟冬望,等. 地采爆破模型模拟试验与数据处理[J]. 爆破,2001,18(增1):16–20.(MA Jianjun,DUAN Weidong,ZHONG Dongwang,et al. Model simulation test and data analysis of underground blasting[J]. Blasting,2001,18(Supp.1):16–20.(in Chinese))
[14] 秦绍兵. 模型试验在井下中深孔爆破参数优化研究中的应用[J]. 金属矿山,2001,(3):15–18.(QIN Shaobing. Application of model test in the optimization study of underground deep-hole blasting parameters[J]. Metal Mine,2001,(3):15–18.(in Chinese))
[15] 梁为民,王以贤,楮怀保,等. 楔形掏槽炮孔角度对称性对掏槽效果影响研究[J]. 金属矿山,2009,(11):21–24.(LIANG Weimin,WANG Yixian,CHU Huaibao,et al. Study on effect of symmetry of wedge-shaped cutting hole angle on cut blasting[J]. Metal Mine,2009,(11):21–24.(in Chinese))
[16] 周传波. 深孔爆破一次成井模拟优化与应用研究[博士学位论文][D]. 武汉:中国地质大学,2004:13–67.(ZHOU Chuangbo. Study of simulation optimization and application of shaft formation by one deep-hole blasting[Ph. D. Thesis][D]. Wuhan:China University of Geosciences,2004:13–67.(in Chinese))
[17] 马建军,黄 宝,江 兵,等. 地下深孔爆破模拟相似律与模型制作[J]. 中国矿业,2011,10(4):38–41.(MA Jianjun,HUANG Bao,JIANG Bing,et al. Manufacturing of model for simulating underground deep hole blasting based on the theory of similarity law[J]. China Mining,2011,10(4):38–41.(in Chinese)) |
| [1] |
LI Botao1, 2, 3, TAN Yuxuan1, LIN Haifei4, 5*, WEI Jianping1, 2, 3, ZHANG Hongtu1, 2, 3, LI Shugang4, 5, WEI Zongyong4, 5, WANG Pei4, LUO Rongwei4, LIU Yanwei1, 2, 3. Mechanical properties and mesoscopic damage evolution of coal under liquid-nitrogen freezing at different initial temperatures[J]. , 2026, 45(6): 1757-1772. |
|
|
|
|