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Sizing of rock fragmentation modeling due to bench blasting using adaptive neuro-fuzzy inference system(ANFIS) 被引量:4
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作者 Karami Alireza Afiuni-Zadeh Somaieh 《International Journal of Mining Science and Technology》 SCIE EI 2013年第6期809-813,共5页
One of the most important characters of blasting,a basic step of surface mining,is rock fragmentation because it directly effects on the costs of drilling and economics of the subsequent operations of loading,hauling ... One of the most important characters of blasting,a basic step of surface mining,is rock fragmentation because it directly effects on the costs of drilling and economics of the subsequent operations of loading,hauling and crushing in mines.Adaptive neuro-fuzzy inference system(ANFIS)and radial basis function(RBF)show potentials for modeling the behavior of complex nonlinear processes such as those involved in fragmentation due to blasting of rocks.We developed ANFIS and RBF methods for modeling of sizing of rock fragmentation due to bench blasting by estimation of 80%passing size(K_(80))of Golgohar iron mine of Sirjan.Iran.Comparing the results of ANFIS and RBF models shows that although the statistical parameters RBF model is acceptable but ANFIS proposed model is superior and also simpler because ANFIS model is constructed using only two input parameters while seven input parameters used for construction of RBF model. 展开更多
关键词 SIZING bench blasting Open pit mine ANFIS RBF
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Air-Decking Technique in Bench Blasting 被引量:5
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作者 ZHU Hong-bing LU Wen-bo WU Liang 《Journal of China University of Mining and Technology》 EI 2006年第2期184-188,共5页
The mechanism and the design parameters of blasting with air-decking are studied. The theory of detonation waves is used to investigate the processes of the one-dimensional plane detonation wave within a borehole. The... The mechanism and the design parameters of blasting with air-decking are studied. The theory of detonation waves is used to investigate the processes of the one-dimensional plane detonation wave within a borehole. The interac- tion of the rarefaction wave with an interface and reflection on a rigid wall is also analyzed. The same courses of the shock wave are also investigated. This decides the distribution of the pressure of the explosion products changing with time along the borehole. Based on the above theoretical analysis, two conditions should be met for a reasonable range of values of the air-decking ratio in blasting rock. First, the rarefaction wave from the contact interface between detonation products and air reaches the bottom earlier than that of the reflected shock wave from the end of the stemming. Second, the reflected shock wave reaches the contact interface between the detonation products and air earlier than that of the reflected rarefaction wave from the bottom of the borehole. Finally, the reasonable value of the air-decking ratio must be decided theoretically in air-decking blasting. For different explosives, the reasonable range of air-decking ratio varies from 0.15 to 0.4. This result is well consistent with what was obtained by previous researchers. 展开更多
关键词 air-decking technique bench blasting detonation wave air-decking ratio
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Analysis of Control Effect of Blasting Vibration in Open-pit Coal Mine
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作者 XUYuanyuan ZHANGZhijie ZHANGXiaobo 《外文科技期刊数据库(文摘版)工程技术》 2022年第3期056-059,共4页
In recent years, China's overall social and economic system has undergone rapid and effective development under the promotion of personnel in various scientific research aspects. Driven by the economy, many indust... In recent years, China's overall social and economic system has undergone rapid and effective development under the promotion of personnel in various scientific research aspects. Driven by the economy, many industries in China have encountered many challenges with the advantages of such a large economic environment, but not only many challenges appear, but also challenges have also brought a lot of development opportunities. Enterprises to seize these opportunities can greatly promote their own economic rapid and effective development. Driven by the development of the social and economic system, the coal mining industry continues to develop through many measures. However, at present, the open-pit coal mines in China will produce a great vibration during blasting, which has brought a lot of harmful effects to the coal mining land. If these harmful effects are not effectively controlled, then for the coal mining enterprises will not only cause great damage to the machinery and equipment, in many cases, there will even endanger the life safety and property safety of the personnel on the site. 展开更多
关键词 open-pit coal mine blasting vibration harmful effect control measures ANALYSIS
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Influence of blasting on the properties of weak intercalation of a layered rock slope 被引量:6
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作者 Xiao-lin Song Ji-chun Zhang +1 位作者 Xue-bin Guo Zheng-xue Xiao 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2009年第1期7-11,共5页
A precondition for correctly analyzing the stability of a slope and designing its bracing structure is to study and determine the influence of excavation blasting on the properties of weak intercalation in the layered... A precondition for correctly analyzing the stability of a slope and designing its bracing structure is to study and determine the influence of excavation blasting on the properties of weak intercalation in the layered rock slope. On the basis of in-situ stratification-cracking blasting tests, the properties of weak intercalation were investigated using the LS-DYNA3D program. The displacement distribution and compactness of weak intercalation at different positions away from the charge center and their various laws are discussed. The critical displacement of stratification-cracking (0.1 mm) was obtained, and an approximate expression of compactness were deduced. Furthermore, through the simulation of a layered rock blasting under the same geological conditions, the stratification-cracking effect of deep-hole blasting on the properties of weak intercalation was compared with that of short-hole blasting, and the influencing differences, in addition to their causes, were analyzed. The results indicated that the blasting cavity of weak intercalation in short-hole blasting with a radius of 40 mm was nearly a circle, whose radius was about 28.7 cm; whereas in deep-hole blasting with a radius of 150 mm, the shape of the blasting cavity was different from that in short-hole blasting, the radius of the cavity behind the charge (89.1 cm) was further smaller than those of the other three (138.7 cm), and there were sharp crinkles on the surface of weak intercalation. When the distance from the charge center (DCC) was less than 40 and 150 cm in short-hole and deep-hole blasting, respectively, the displacement of weak intercalation was reduced remarkably with the increase in DCC. 展开更多
关键词 rock slope bench blasting numerical simulation INTERCALATION
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Numerical simulation of blasting effect with divided charge structure 被引量:1
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作者 Hu Tao Li Xianglong +1 位作者 Guan Si He Lihua 《Engineering Sciences》 EI 2014年第6期39-45,共7页
This paper numerically simulates the stress development and generates a three-dimensional model of the medium-length hole blasting in infinite rock mass for continuous charge and divided charge in blasting by using th... This paper numerically simulates the stress development and generates a three-dimensional model of the medium-length hole blasting in infinite rock mass for continuous charge and divided charge in blasting by using the large-scale nonlinear dynamic analysis software LS-DYNA and the elastic-plastic model ~*MAT_PLASTIC_KINEMATIC and JWO-EOS.The differences of the decreasing rate in Von Mises effective stress of blasting,element effective stress peak of free surface,bore wall stress and acceleration are investigated.It is shown that divided charge could greatly improve the blasting effect by engineering blasting practice. 展开更多
关键词 medium-length hole bench blasting divided charge ANSYS/LS-DYNA numerical simulation
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Transparent geological exploration for intelligent and safe open-pit mining based on ambient noise seismic imaging
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作者 Li Ping-Feng Zheng Qiang-Qiang +3 位作者 Xu Ying Wei Di Qian Jia-wei Yang Bao-Ji 《Applied Geophysics》 2025年第1期12-21,231,共11页
The advancement of intelligent mining in open-pit operations has imposed higher demands on geological transparency,aiming to provide a robust foundation for intelligent drilling and charging.In this study,a linear arr... The advancement of intelligent mining in open-pit operations has imposed higher demands on geological transparency,aiming to provide a robust foundation for intelligent drilling and charging.In this study,a linear array of 120 nodal seismometers was deployed along the surfaces of the C8 and C9 platforms at Fenghuang Mountain to investigate cavities within the rock mass and prevent improper intelligent charging.The seismometers were 1 m apart along measurement lines,with a 2-m spacing between lines,and the monitoring time for each line was set at 2 h.This deployment was paired with spatial autocorrelation and station autocorrelation to analyze ambient noise seismic data and image the velocity and structure within the rock mass.The results demonstrate that the locations and sizes of cavities or loose structures can be accurately identified at the prepared excavation site.Compared with traditional geological exploration methods for openpit mines,the approach in this study off ers higher accuracy,greater efficiency,reduced labor intensity,and insensitivity to water conditions.Ambient noise seismic imaging for detecting adverse geological conditions in open-pit mines provides critical insights and references for intelligent mining advancements. 展开更多
关键词 Intelligent blasting Geological exploration open-pit mines Ambient noise
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Geostatistics-block-based characterization of the relationship between rock mass quality and powder factor and its application on open-pit limit optimization
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作者 Jinduo Li Tianhong Yang +6 位作者 Feiyue Liu Shigui Du Wenxue Deng Yong Zhao Honglei Liu Leilei Niu Zhiqiang Xu 《International Journal of Mining Science and Technology》 2025年第1期135-147,共13页
Accurately predicting the powder factor during blasting is essential for sustainable production planning in low-grade mines.This research presents a method for predicting powder factor based on the heterogeneity of ro... Accurately predicting the powder factor during blasting is essential for sustainable production planning in low-grade mines.This research presents a method for predicting powder factor based on the heterogeneity of rock mass rating(RMR).Considering a low-grade metal mine as an example,this study exploited geostatistical methods to obtain independent RMR for each block unit.A three-dimensional spatial distribution model for the powder factor was developed on the basis of the relationships between the RMR and the powder factor.Subsequently,models for blasting cost and mining value were built and employed to optimize the open-pit limit.The multi-variable model based on the RMR performed well in predicting the powder factor,achieving a correlation coefficient of 0.88(root mean square error of 4.3)and considerably outperforming the uniaxial compressive strength model.After model optimization,the mean size and standard deviation of the fragments in the blast pile decreased by 8.5%and 35.1%,respectively,whereas the boulder yield and its standard deviation decreased by 33.3%and 58.8%,respectively.Additionally,optimizing the open-pit limit using this method reduced the amount of rock,increased the amount of ore,and lowered blasting costs,thereby enhancing the economic efficiency of the mine.This study provides valuable insights for blasting design and mining decisions,demonstrating the advantages and potential applications of powder factor prediction based on the heterogeneity of rock mass quality. 展开更多
关键词 Geostatistics method Powder factor open-pit limit optimization blasting cost Rock mass quality
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A review of development of better prediction equations for blast fragmentation 被引量:14
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作者 F.Ouchterlony J.A. Sanchidrián 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2019年第5期1094-1109,共16页
The paper reviews the development of prediction formulas for the fragmentation from bench blasting.Much attention has been paid to the Kuz-Ram model,its development and errors,and the mean vs.median misunderstanding.T... The paper reviews the development of prediction formulas for the fragmentation from bench blasting.Much attention has been paid to the Kuz-Ram model,its development and errors,and the mean vs.median misunderstanding.The work by the US Bureau of Mines(USBM)and Chung and Katsabanis are also reviewed,as well as the two Julius Kruttschnitt Mineral Research Centre(JKMRC)models,i.e.the crush zone model(CZM)and the two-component model(TCM),which were developed to cope with the underestimation of blasting fines.The change brought by the Swebrec distribution and the associated Kuznetsov-Cunningham-Ouchterlony(KCO)model is described.Studying distribution-free fragment sizes xP for an arbitrary mass passing P led to the discovery of the fragmentation-energy fan,and with the help of dimensional analysis,to the new fragmentation prediction model xP-frag,which has much lower errors than those of the Kuz-Ram and CZM models. 展开更多
关键词 bench blasting Rock FRAGMENTATION FRAGMENTATION model Size distribution Swebrec function Fragmentation-energy FAN
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Continuous-discontinuous analysis of bench blasting in open-pit mining: Influences of hole packing and caving holes 被引量:1
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作者 Xueya Wang Yiming Zhang +1 位作者 Chun Feng Timon Rabczuk 《Rock Mechanics Bulletin》 2024年第4期34-40,共7页
Bench blasting is commonly used in open-pit mining.Some design parameters such as positions of hole packing and caving holes have great influences on the blasting effects.In this work,with a hybrid discrete-finite ele... Bench blasting is commonly used in open-pit mining.Some design parameters such as positions of hole packing and caving holes have great influences on the blasting effects.In this work,with a hybrid discrete-finite element method,numerical simulations of bench blasting are conducted,capturing the whole continuous-discontinuous processes.Considering two engineering cases,the influences of hole packing and caving holes are evaluated.The numerical results not only lead to some improved designs by relocating the packing positions and caving holes but also indicate the reliability of the adopted numerical tools. 展开更多
关键词 Continuous-discontinuous element method (CDEM) bench blasting Hole packing Caving hole Numerical simulations
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A Comparative Study of Two Tree-Based Models for Predicting Flyrock Velocity at Open Pit Bench Mining
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作者 Ezatullah Rawnaq Bassir Esmatyar +2 位作者 Akihiro Hamanaka Takashi Sasaoka Hideki Shimada 《Open Journal of Applied Sciences》 2024年第2期267-287,共21页
Blasting is a cost-effective technique to break hard rock volumes by using explosives in the mining and civil engineering realms. Moreover, although blasting is a designed process and plays an indispensable role in th... Blasting is a cost-effective technique to break hard rock volumes by using explosives in the mining and civil engineering realms. Moreover, although blasting is a designed process and plays an indispensable role in these industries, it can also have multiple adverse environmental impacts. One such effect is flyrock, which poses risks to nearby machinery, and residential structures, and can even lead to injuries or fatalities. To optimize blasting efficiency as well as restrict side effects, prediction of the blast aftereffects is vital. Therefore, the present work focuses on using two machine learning methods to predict the velocity of flyrock in the open pit mine. To address this issue, a comprehensive dataset was gathered from the open pit mine. Then, Decision Tree and Random Forest algorithms were employed to predict flyrock velocity. The Random Forest model demonstrated superior performance compared to the Decision Tree model. Nonetheless, the performance of the Decision Tree model was deemed satisfactory, as evidenced by its coefficient of determination value of 0.83, mean squared error (MSE) of 4.2, and mean absolute percentage error (MAPE) of 5.6%. Considering these metrics, it is reasonable to conclude that tree-based algorithms can be effective in predicting flyrock velocity. 展开更多
关键词 Flyrock Machine Learning bench blasting Coefficient of Determination
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露井联采台阶爆破对井下巷道振动的影响 被引量:1
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作者 徐杰 李祥龙 +3 位作者 王建国 胡涛 张彪 刘金保 《高压物理学报》 北大核心 2025年第5期85-102,共18页
在露井联采过程中,为了控制露天台阶爆破振动对井下邻近既有巷道衬砌的破坏,以拉拉铜矿露天转井下过渡开采阶段为背景,采用现场振动监测、理论计算、数值模拟方法,研究既有邻近巷道的动力响应规律。通过对监测数据进行回归分析,得出井... 在露井联采过程中,为了控制露天台阶爆破振动对井下邻近既有巷道衬砌的破坏,以拉拉铜矿露天转井下过渡开采阶段为背景,采用现场振动监测、理论计算、数值模拟方法,研究既有邻近巷道的动力响应规律。通过对监测数据进行回归分析,得出井下振动衰减规律,并对振动主频及瞬时能量进行了分析。采用LS-DYNA数值模拟软件,对露天台阶和井下巷道建立6种不同相对空间位置的模型,进而建立双孔延期爆炸模型,研究了爆破荷载作用下邻近井下既有巷道的动态响应规律。结果表明:露天台阶爆破过程中,爆源下方邻近既有巷道产生的最大振速主要出现在拱部和迎爆侧的边墙部;巷道与爆源的相对空间位置不同,峰值振速所在的方向和位置也不同;在巷道拱顶与炮孔底部竖直方向距离固定为10 m的情况下,巷道边墙与炮孔水平距离在15 m以内时,炸药起爆后巷道结构竖直方向振速较大,超过15 m后,巷道结构水平径向振速较大。通过拟合应力与振速之间的关系,利用巷道极限动态抗拉强度推导出振速阈值为19 cm/s。基于安全阈值调整爆破参数后,可以保证邻近既有巷道的安全。 展开更多
关键词 露井联采 露天台阶爆破 既有邻近巷道 振动响应 安全阈值
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装药不耦合系数对台阶爆破破碎块体抛掷运动规律影响研究 被引量:1
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作者 黄永辉 阮迅 +3 位作者 雷振 毛泽凌 张智宇 周继国 《工程科学与技术》 北大核心 2025年第2期223-233,共11页
露天台阶爆破中破碎块体时空运动规律及能耗是衡量爆破效果的重要指标之一,针对不耦合系数改变情况下破碎块体运动速度和能耗问题,采用基础理论方法,通过破碎块体运动轨迹构建能耗计算公式,并结合模型试验,对不同不耦合系数情况下的爆... 露天台阶爆破中破碎块体时空运动规律及能耗是衡量爆破效果的重要指标之一,针对不耦合系数改变情况下破碎块体运动速度和能耗问题,采用基础理论方法,通过破碎块体运动轨迹构建能耗计算公式,并结合模型试验,对不同不耦合系数情况下的爆破破碎块体运动速度变化规律及能耗情况开展系统研究。结果表明:起爆后,岩体在约2 ms时初步产生裂隙,约20 ms时加速完成;岩体自由表面呈现上下两侧低、中间高的鼓包形态;破碎块体的速度随着时间呈现加速—动态匀速—抛掷减速3个过程,并且在18 ms左右达到初始抛掷速度和抛掷动能,此后破碎块体基本不受爆生产物的作用;通过计算获得了不同不耦合系数条件下的抛掷动能值,其占炸药总能量的比例为5%~16%;抛掷动能及其占比随着不耦合系数的增大而减小,当不耦合系数从1.250增至3.375时,抛掷动能从3.06 kJ减小到1.12 kJ,抛掷动能占比从15.3%减小到5.6%。研究成果对露天台阶爆破不耦合装药条件下的岩体破碎、破碎块体运动规律及能耗分布研究具有理论指导意义和工程应用价值。 展开更多
关键词 不耦合系数 台阶爆破 运动速度 抛掷动能 高速摄影仪
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基于虚拟仿真的爆破工程实践教学探索
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作者 韩亮 王帅旗 +2 位作者 曹阔 李宇恒 于凡 《山西建筑》 2025年第3期181-184,共4页
为了解决《爆破工程》实践教学中存在的爆炸安全隐患、火工品管控、储运条件严苛、教学场地狭小等问题,从教学方案设计、教学资源收集、虚拟仿真实现、教学应用与考查四个方面,构建了包含隧道掘进爆破与台阶爆破的虚拟仿真实验平台,探... 为了解决《爆破工程》实践教学中存在的爆炸安全隐患、火工品管控、储运条件严苛、教学场地狭小等问题,从教学方案设计、教学资源收集、虚拟仿真实现、教学应用与考查四个方面,构建了包含隧道掘进爆破与台阶爆破的虚拟仿真实验平台,探索出一套适用于华北科技学院城市地下空间工程专业的《爆破工程》实践教学模式。实际应用表明,虚拟仿真教学在激发学习兴趣、培养自主应用、增强实践能力等方面成效显著,极大提升了学生对知识的实际应用能力。 展开更多
关键词 爆破工程 虚拟仿真 隧道掘进爆破 台阶爆破
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基于ANSYS/LS-DYNA的露天宽台阶爆破参数模拟实验研究
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作者 毛金峰 耿新宇 +2 位作者 董法 常治国 春坚超 《煤炭技术》 2025年第10期21-26,共6页
针对露天矿山爆破效率提升需求,提出基于孔网参数优化的宽台阶爆破技术体系,通过数值模拟与工程验证相结合的方法,系统探究台阶爆破参数对岩体破碎效果的影响规律。采用ANSYS/LS-DYNA建立三孔三维动力学模型,对比分析不同孔距、排距和... 针对露天矿山爆破效率提升需求,提出基于孔网参数优化的宽台阶爆破技术体系,通过数值模拟与工程验证相结合的方法,系统探究台阶爆破参数对岩体破碎效果的影响规律。采用ANSYS/LS-DYNA建立三孔三维动力学模型,对比分析不同孔距、排距和超深条件下应力波传播特性及破碎区演化规律,结合某露天矿剥离台阶的工程实践,构建包含底盘抵抗线、装药结构和起爆时序的宽台阶爆破优化参数体系。现场应用表明,该技术使矿山的爆破次数降低40%,爆破效率提升20%~30%,运营成本降低14.4%,有效解决了传统爆破中单次爆破台阶过窄、不能适应设备大型化的趋势等问题,为露天矿山智能化爆破设计提供了理论支撑与实践范式。 展开更多
关键词 ANSYS/LS-DYNA 数值模拟 矿山爆破 宽台阶爆破
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台阶爆破过程中内部岩体运移轨迹及爆堆分布规律研究 被引量:1
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作者 李志恒 白俊 +1 位作者 金长宇 陈立军 《爆破》 北大核心 2025年第2期73-80,共8页
作为露天矿开采的主要手段,台阶爆破在目前乃至未来一段时间内仍然是其他技术不可代替的生产方式。通过深入分析台阶爆破实测数据,并采用3DEC软件模拟台阶爆破过程,揭示了台阶爆破过程中内部岩体运移轨迹及爆堆分布规律。研究结果表明:... 作为露天矿开采的主要手段,台阶爆破在目前乃至未来一段时间内仍然是其他技术不可代替的生产方式。通过深入分析台阶爆破实测数据,并采用3DEC软件模拟台阶爆破过程,揭示了台阶爆破过程中内部岩体运移轨迹及爆堆分布规律。研究结果表明:在爆破过程中,监测点整体呈现出先沿垂直方向上隆起后下落的运动规律。其中,监测孔上部监测点在垂直方向运动较为明显,隆起到一定高度后迅速垂直向下进行运动,而监测孔下部监测点主要以水平方向运动向前推进,垂直方向运动相对平缓。同时为了研究台阶岩体在爆破作用下破碎后在爆堆之中空间分布情况,本文将研究区域的台阶在爆破之前划分为Ⅰ~Ⅵ共6个部分,以及将台阶爆破之后爆堆主体0~40 m部分均匀划分为A、B、C、D 4个区域。根据模拟结果可以发现,在区域A(爆堆0 m~10 m)中Ⅴ岩体占比最多达到41.7%,在区域B(爆堆11~20 m)中存在Ⅰ~Ⅴ岩体且分布较为平均,而在区域C(爆堆21~30 m)中主要包含台阶Ⅰ~Ⅲ岩体,占比分别达到了43.1%、37.5%、19.3%,Ⅳ占极少部分可忽略不计;在爆堆最前沿区域D(爆堆31 m~40 m)中基本由Ⅰ岩体组成,占比高达95%。研究成果能够为矿山的高效开采和精准配矿提供理论支撑与基础性数据。 展开更多
关键词 台阶爆破 现场监测 数值模拟 岩体运移规律 爆堆分布规律
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基于柱状药包爆破漏斗试验的露天台阶爆破参数优化研究
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作者 李波 周宇 +4 位作者 赵鑫璐 李强 胡涛 王浩 王建国 《矿业研究与开发》 北大核心 2025年第8期37-44,共8页
基于柱状药包爆破漏斗理论,设计并开展了现场单孔柱状药包变孔深和变孔距爆破漏斗试验,得到了较优的药包埋深和爆破孔间距,并将试验确定的爆破参数应用于内蒙古某大型露天矿山粗砂岩台阶。结果表明:药包较优埋深范围为1.10~1.16m,此时... 基于柱状药包爆破漏斗理论,设计并开展了现场单孔柱状药包变孔深和变孔距爆破漏斗试验,得到了较优的药包埋深和爆破孔间距,并将试验确定的爆破参数应用于内蒙古某大型露天矿山粗砂岩台阶。结果表明:药包较优埋深范围为1.10~1.16m,此时药包能量利用率高,爆破漏斗体积大;相邻柱状药包起爆会产生应力波叠加效应,随着孔间距增大,叠加效应逐渐减弱直至消失,较优孔间距为1.28~1.60m。现场应用结果表明,爆堆整体呈缓丘状,岩石破碎块度均匀,铲装效率较高。研究证实开展柱状药包爆破漏斗试验对爆破孔网参数优化具有指导意义。 展开更多
关键词 柱状药包 爆破漏斗试验 露天台阶爆破 相似准则 参数优化
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露天矿富水裂隙岩体台阶爆破的殉爆机理和防殉爆研究 被引量:2
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作者 费鸿禄 王天恒 荆广杰 《爆炸与冲击》 EI CAS 北大核心 2025年第1期166-182,共17页
殉爆现象会影响露天矿台阶爆破作业安全、边坡稳定性和爆破效果。在炸药冲击起爆机理基础上,并结合露天矿实际富水裂隙岩体台阶爆破振动监测结果,通过对比爆破振动信号波动差异来判别殉爆现象。为研究殉爆产生的机理和防殉爆方法,采用... 殉爆现象会影响露天矿台阶爆破作业安全、边坡稳定性和爆破效果。在炸药冲击起爆机理基础上,并结合露天矿实际富水裂隙岩体台阶爆破振动监测结果,通过对比爆破振动信号波动差异来判别殉爆现象。为研究殉爆产生的机理和防殉爆方法,采用数值模拟和现场试验分析主发药量、裂隙宽度及药包之间的距离等参数对被发药包孔壁压力的影响。结果表明:孔壁冲击压力随着装药耦合系数的减小、炮孔间裂隙宽度(0.25~1.00 cm)的增大以及炮孔间距离的减小而提高。在裂隙位置装药使用阻波管、充填岩粉或设置空气间隔器,能显著降低通过富水裂隙传递到被发炮孔的冲击压力,并使其低于乳化炸药的起爆压力临界值。当炮孔内只有单条裂隙时,选择填充岩粉是便捷且有效防殉爆方法;当炮孔内有多条裂隙时,该试验条件下,炮孔内放置厚度为2.6 mm的阻波管是最佳防殉爆方法,并能保证爆破效果。 展开更多
关键词 殉爆 台阶爆破 富水裂隙岩体 临界压力
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露天台阶爆破智能设计系统研发及应用 被引量:2
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作者 杨军 李立杰 刘红岩 《金属矿山》 北大核心 2025年第1期160-167,共8页
爆破作为采矿的主要环节在数字化矿山建设中具有举足轻重的作用,提高爆破设计的科学性和合理性,需要突破传统爆破设计过多依靠个人经验和爆破理论发展不足等瓶颈。为此,以VC++作为开发平台,采用Open GL作为3D图形引擎,由底层自主开发了... 爆破作为采矿的主要环节在数字化矿山建设中具有举足轻重的作用,提高爆破设计的科学性和合理性,需要突破传统爆破设计过多依靠个人经验和爆破理论发展不足等瓶颈。为此,以VC++作为开发平台,采用Open GL作为3D图形引擎,由底层自主开发了相应的露天台阶爆破智能设计系统。该系统基于高精度延时逐孔起爆条件下单孔拟柱体(炮孔分担区域)破碎理论模型,结合人工智能和台阶爆破设计原理,实现三维布孔自动化、起爆网络连接自动化、爆破参数选取智能化和设计图表规范化等目标。系统具有的逐孔计算校核炮孔药量和爆破震动、飞石及爆堆破碎效果预测等功能,成功解决了爆破方案精确设计中的核心问题。最后将该系统应用于非洲纳米比亚湖山铀矿复杂矿体矿岩分离爆破生产实践,通过矿岩分离爆破技术成功地将矿石贫化率由最初的17%大幅降至13%,直接生产成本降低了4.60%,同时显著提高了矿山爆破作业的智能化水平,节约了企业总生产成本,取得了显著的经济和社会效益。 展开更多
关键词 露天台阶爆破 智能设计系统 单孔拟柱体破碎模型 爆破效果预测 矿岩分离
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露天矿高台阶抛掷爆破粉尘运移及粒径分布规律研究
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作者 肖双双 杨杰 +1 位作者 竹轩 任小亮 《工矿自动化》 北大核心 2025年第11期96-103,共8页
露天矿高台阶抛掷爆破粉尘扩散动力学行为与常规爆破粉尘存在本质差异,然而现有数值模型多基于常规爆破条件建立,尚未针对抛掷爆破粉尘的特性进行调整与准确描述,且数值模拟的关键输入参数缺乏充足的现场实测数据支撑,制约了模拟结果的... 露天矿高台阶抛掷爆破粉尘扩散动力学行为与常规爆破粉尘存在本质差异,然而现有数值模型多基于常规爆破条件建立,尚未针对抛掷爆破粉尘的特性进行调整与准确描述,且数值模拟的关键输入参数缺乏充足的现场实测数据支撑,制约了模拟结果的预测精度与工程适用性。针对上述问题,通过高速摄影观测技术进行了现场监测,结果表明:粉尘运移过程可划分为冲击运动阶段、“蘑菇云”形成阶段和扩散运动阶段;爆破后粉尘浓度呈先迅速升高再持续波动最终衰减的变化趋势;粉尘以中等颗粒(粒径为20~100μm)为主,累计占比为56.2%,细颗粒(粒径<20μm)累计占比为34.4%,粗颗粒(粒径>100μm)累计占比仅为9.4%。建立了露天矿高台阶抛掷爆破粉尘运移三维几何模型,使用Fluent软件进行了粉尘运移瞬态数值模拟,结果表明:①在初始快速释放阶段,粉尘受重力和惯性力主导作用呈现出高度聚集的分布特征;随后进入持续输运阶段,粉尘在浮力及环境风场作用下显著抬升和横向扩展;最终进入扩散沉降阶段,粉尘因重力沉降和湍流扩散稀释导致整体浓度显著降低。②粗颗粒粉尘快速沉降,中等颗粒粉尘随风流迁移,细颗粒粉尘长时间悬浮并远距离输运。 展开更多
关键词 露天矿 高台阶抛掷爆破 粉尘运移 粒径分布 粉尘粒径
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台阶单孔爆破振动预测模型的构建与参数确定
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作者 李洪超 韩昊轩 +3 位作者 李胜林 李晨 贾贝 王樨尧 《岩土工程学报》 北大核心 2025年第12期2652-2662,共11页
基于调制白噪声的过程确定频率函数,选取gamma函数作为强度函数,构建能够描述波形随机性及非平稳性的台阶单孔爆破振动预测模型;以现场实测波形为对比样本、残差相似度为评价指标,用试错法计算得出符合现场实测波形的模型参数大致区间;... 基于调制白噪声的过程确定频率函数,选取gamma函数作为强度函数,构建能够描述波形随机性及非平稳性的台阶单孔爆破振动预测模型;以现场实测波形为对比样本、残差相似度为评价指标,用试错法计算得出符合现场实测波形的模型参数大致区间;对各参数试错区间进行划分并利用正交设计与极差分析计算得到模型最优参数,将模型最优参数代入到爆破振动预测模型中,模型输出波形曲线与现场实测波形的峰值时刻、峰值振速、持续时间、主频的较好吻合,证明了所构建模型以及参数确定方法的正确性;将本模型输出峰值振速与萨道夫斯基公式预测结果分别与实测波形的峰值振速进行对比,较小的计算误差证明了模型所具有的优越性。 展开更多
关键词 台阶单孔爆破 振动预测模型 波形残差相似度 K-S双样本检验 正交试验与极差分析
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