首页|填塞长度对岩体爆破损伤效果的影响研究

填塞长度对岩体爆破损伤效果的影响研究

扫码查看
采用数值模拟方法建立单孔装药的爆破模型,采取不同填塞长度模拟并利用Otsu算法进行阈值分割后,提取岩体的破裂面积比、孔隙分形维数、块度数据等进行对比分析,研究填塞长度对深孔爆破损伤效果的影响.结果表明,分形维数和破裂面积比随填塞长度增加呈现先增后降的变化趋势,填塞长度3.0 m时分形维数达到最大值,填塞长度 1.7 m时破裂面积比达到极大值.填塞长度2.2 m左右时碎块数量取得最大值,填塞长度2.0 m时碎块平均面积为最小,填塞长度2.0~2.2 m时可达到较优的岩石破碎效果.随着填塞长度增加,抛出的岩石从小块为主转向大块,位移距离降低.研究成果对爆破作业填塞参数选取具有一定参考价值.
Influence of Stemming Length on Damage Effect of Rock Blasting
The numerical simulation was used to establish a single-hole blasting model,which was then used to simulate the blasting effect with different stemming length.Otsu thresholding technique was adopted for image segmentation,and the data,such as percentage of cracked rock area,fractal dimension of pore structure,and fragmentation of rock mass,were extracted for comparative analysis,so as to explore the influence of stemming length on damage effect under deep-hole blasting.The results show that fractal dimension and percentage of cracked rock area are in an uptrend before falling down as stemming length increases.The fractal dimension reaches the maximum value with stemming length of 3.0 m,and the percentage of cracked rock area reaches the maximum value with stemming length of 1.7 m.Stemming length of 2.2 m can bring the highest number of fragments,and stemming length of 2.0 m can result in the smallest average area of fragments.It is found that the blasting with the stemming length of 2.0-2.2 m can lead to better rock fragmentation effect.As the stemming length increases,the flyrock becomes bigger,and the displacement distance decreases.The research results can be taken as reference in selection of stemming parameters for blasting operation.

deep-hole blastingstemming lengthrock blastingcrack propagationimage analysisdamage effect

魏可心、徐振洋、王雪松、闫祎然、任碧琦

展开 >

辽宁科技大学 矿业工程学院,辽宁 鞍山 114051

沈阳工业大学 建筑与土木学院,辽宁 沈阳 110870

深孔爆破 填塞长度 岩体爆破 裂纹扩展 图像分析 损伤效果

国家自然科学基金辽宁省教育厅重点项目

51974187LJKZ0282

2024

矿冶工程
长沙矿冶研究院有限责任公司 中国金属学会

矿冶工程

CSTPCD北大核心
影响因子:1.137
ISSN:0253-6099
年,卷(期):2024.44(3)
  • 9