首页|某大型露天铀矿压渣爆破数值模拟研究

某大型露天铀矿压渣爆破数值模拟研究

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为提高某大型露天铀矿的爆破质量,研究了压渣爆破技术在控制爆破位移和爆堆形态,以及提高岩石破碎度等方面的作用.采用LS-DYNA软件的FEM-SPH耦合算法,基于该矿山现场采用的钻孔直径和台阶高度,分别建立了压渣厚度5、8、11 m的露天台阶数值模型,炮孔直径均为177 mm,台阶高度均为7.5 m.基于数值计算结果,比对分析了各个模型的内部损伤情况和爆堆形态.损伤分析结果表明,压渣厚度5 m的模型内部损伤程度较低,能量利用率低;压渣厚度8 m的模型内部损伤程度较大,台阶上表面完全破碎;压渣厚度11 m的模型粉碎区域过大,破碎区较小,爆炸能量过多地向顶部自由面释放.爆堆形态分析结果表明,压渣厚度5 m的爆堆隆起较低,前扑距离较大;压渣厚度8 m的爆堆隆起较高,前扑距离较小,且前扑程度在台阶高度方向上分布较为均匀,隆起高度在炮孔排间起伏较小;压渣厚度11 m的爆堆隆起最高,前扑距离最小,且在两排炮孔之间隆起较低,在炮孔位置隆起较高,前排炮孔隆起高度大于后排炮孔.可见,本模拟条件下,压渣厚度8 m无论是内部损伤情况,还是从爆堆形态来看,爆破效果均为最好.现场试验表明,随着压渣厚度增加前扑距离减小,爆堆上表面高低起伏程度加剧,爆堆高度增加,与数值模拟揭示的规律一致.本研究成果为大型露天铀矿压渣爆破的关键参数选取提供了技术依据;露天压渣爆破的爆堆形态数值模拟与分析,填补了压渣爆破研究领域的一个空白.
Numerical simulation study on pressure slag blasting of a large-scale open-pit uranium mine
In order to improve the blasting quality of a large open-pit uranium mine,the role of pressure slag blasting technology in controlling blasting displacement and pile shape,as well as improving rock fragmentation,was studied.Using the FEM-SPH coupling algorithm of LS-DYNA software,numerical models of open-pit steps with slag pressing thicknesses of 5 m,8 m,and 11 m were established based on the drilling diameter and step height adopted at the mine site.The borehole diameter was 177 mm and the step height was 7.5 m.Based on numerical calculation results,the internal damage and explosion morphology of each model were compared and analyzed.The damage analysis results indicate that the model with a slag thickness of 5 m has a lower degree of internal damage and lower energy utilization efficiency;The model with a slag thickness of 8 m has a significant degree of internal damage,and the surface on the steps is completely broken;The model with a slag thickness of 11 m has a large crushing area and a small crushing area,resulting in excessive release of explosive energy towards the top free surface.The analysis of the explosion pile morphology shows that the explosion pile with a slag thickness of 5 m has a lower uplift and a larger forward distance;The explosive pile with a slag thickness of 8 m has a higher uplift,a smaller forward throw distance,and a more uniform distribution of forward throw degree in the direction of the step height.The uplift height fluctuates less between the blast hole rows;The explosive pile with a slag thickness of 11 m has the highest uplift and the smallest forward distance,and the uplift is lower between the two rows of blast holes,and higher at the blast hole position.The uplift height of the front row of blast holes is greater than that of the rear row of blast holes.It can be seen that under the simulation conditions,the blasting effect is the best for a slag thickness of 8 m,both in terms of internal damage and the shape of the blasting pile.On site tests have shown that as the thickness of the slag increases,the distance of the front throw decreases,the surface roughness of the explosion pile intensifies,and the height of the explosion pile increases,which is consistent with the pattern revealed by numerical simulations.This research provides a technical basis for the selection of key parameters for slag blasting in large-scale open-pit uranium mines;The numerical simulation and analysis of the blasting pile shape in open-pit slag blasting fills a gap in the research field of slag blasting.

open air blastingnumerical simulationslag blastingthickness of pressed slag

王文韬、王尹军、吴春平、刘玉龙、余梦飞、闫国斌、张阳、黄磊

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中广核铀业发展有限公司,北京 100037

北京北矿亿博科技有限责任公司,北京 100160

北京科技大学资源与安全工程学院,北京 100083

露天爆破 数值模拟 压渣爆破 压渣厚度

2024

工程爆破
中国工程爆破协会

工程爆破

CSTPCD北大核心
影响因子:0.848
ISSN:1006-7051
年,卷(期):2024.30(6)