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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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Lightweight Design of a Certain Type of Dump Truck Frame
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作者 Chuanqi LI Jian ZOU +2 位作者 Yongjie LI Yingwen REN Xinxing YU 《Mechanical Engineering Science》 2025年第1期12-19,共8页
With the rapid growth of China's economic strength,the demand and market share are also constantly increasing.The number ofcars is rapidly increasing,and a large amount of fuel is consumed as a result.The massive ... With the rapid growth of China's economic strength,the demand and market share are also constantly increasing.The number ofcars is rapidly increasing,and a large amount of fuel is consumed as a result.The massive release of vehicle exhaust seriously damages the natural environment,and the environmental crisis is becoming increasingly serious.This article follows the principles of improving fuel efficiency,reducing emissions,andenhancing vehicle performance.Using NX 12.0 software,a three-dimensional model of a certain type of dump truck frame is constructed based on actual parameters.ANSYS Workbench is used to simplify the geometric model,mesh division,and material definition,and a finite element model is constructed.Obtain the structural performance and natural vibration characteristics of the original chassis under four typical working conditions:bending,torsion,lifting,and unloading,through static analysis and modal analysis.On this basis,the dimensions of the components that bear less load on the original frame were optimized,and the topology of the second crossbeam and rear end corner of the subframe that bear less load on the original frame was optimized to obtain a new frame.The new frame of the dump truck underwent secondary static analysis and modal analysis,and it was found that the weight of the new frame decreased by 41.03 kg,successfully reducing the weight of the frame by 4.38%,improving the vehicle's handling and stability,and extending its service life. 展开更多
关键词 dump truck frame Lightweight design static analysis
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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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Analyzing the stability of surface mine waste dump based on particle size scale distribution
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作者 YANG Jun DONG Meiqiang +2 位作者 ZHANG Shaochen BIAN Wenhui SONG Hongxu 《Journal of Mountain Science》 2025年第8期3038-3052,共15页
High-steep waste dumps in open-pit mines frequently demonstrate complex particle-size distributions and fractal characteristics along their slopes,which have a significant impact on slope stability.This study takes th... High-steep waste dumps in open-pit mines frequently demonstrate complex particle-size distributions and fractal characteristics along their slopes,which have a significant impact on slope stability.This study takes the Dasuji South waste dump in Inner Mongolia as a case to quantify the fractal dimensions of soil-rock mixtures at various slope heights,and to clarify how these fractal properties govern shear strength and deformation behavior under overlying stress,thereby affecting the overall stability of the waste dump slope.Field sampling and laboratory tests were conducted to determine the particle-size composition and fractal dimensions while direct shear tests were conducted and revealed that lower fractal dimensions indicating coarser particle assemblages significantly enhance shear resistance.Complementary PFC_(2)D discrete element simulations demonstrate that slopes composed of lower-fractaldimension materials deform less and contain localized deformation zones,whereas higher-fractal-dimension slopes experience more extensive displacement and a heightened risk of landslides.These findings refine our understanding of the relationship between fractal grain-size distribution and slope stability,providing a robust theoretical basis for improved stability assessment and optimized support strategies in deep open-pit mining waste dumps,and ultimately aiding in more effective disaster prevention within geotechnical engineering. 展开更多
关键词 Waste dump Particle size composition Fractal features Shear test Discrete elements.
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Effects of spatial heterogeneity on pseudo-static stability of coal mine overburden dump slope,using random limit equilibrium and random finite element methods:A comparative study
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作者 Madhumita Mohanty Rajib Sarkar Sarat Kumar Das 《Earthquake Engineering and Engineering Vibration》 2025年第1期83-99,共17页
Sudden and unforeseen seismic failures of coal mine overburden(OB)dump slopes interrupt mining operations,cause loss of lives and delay the production of coal.Consideration of the spatial heterogeneity of OB dump mate... Sudden and unforeseen seismic failures of coal mine overburden(OB)dump slopes interrupt mining operations,cause loss of lives and delay the production of coal.Consideration of the spatial heterogeneity of OB dump materials is imperative for an adequate evaluation of the seismic stability of OB dump slopes.In this study,pseudo-static seismic stability analyses are carried out for an OB dump slope by considering the material parameters obtained from an insitu field investigation.Spatial heterogeneity is simulated through use of the random finite element method(RFEM)and the random limit equilibrium method(RLEM)and a comparative study is presented.Combinations of horizontal and vertical spatial correlation lengths were considered for simulating isotropic and anisotropic random fields within the OB dump slope.Seismic performances of the slope have been reported through the probability of failure and reliability index.It was observed that the RLEM approach overestimates failure probability(P_(f))by considering seismic stability with spatial heterogeneity.The P_(f)was observed to increase with an increase in the coefficient of variation of friction angle of the dump materials.Further,it was inferred that the RLEM approach may not be adequately applicable for assessing the seismic stability of an OB dump slope for a horizontal seismic coefficient that is more than or equal to 0.1. 展开更多
关键词 coal mine overburden dump slope random limit equilibrium method random finite element method seismic slope stability spatial heterogeneity
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Qualitative assessment of the impact of waste littering and dumping on surface water quality in Nigeria
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作者 Gloria FAYOMI Ednah ONYARI Onyeka NKWONTA 《Regional Sustainability》 2025年第1期20-34,共15页
Water resources are vital for all living beings and should be managed properly to ensure the safety and well-being of humankind.Surface water bodies are constantly faced with serious contamination risks generated prim... Water resources are vital for all living beings and should be managed properly to ensure the safety and well-being of humankind.Surface water bodies are constantly faced with serious contamination risks generated primarily by human activities and urbanization.The problem of waste littering and dumping in developing countries like Nigeria is increasingly affecting environmental resources such as air and water.Several studies have revealed alarming levels of heavy metals that exceed the World Health Organization(WHO)standards.Plastic waste represents a substantial portion of litter,affecting water quality.Pollution results in the depletion of aquatic ecosystems and an increase in water-related diseases.This review aims to assess the impact of waste littering and dumping on surface water quality in Nigeria.In this review,the findings of various studies on surface water bodies in Nigeria,particularly those under the influence of urbanization and waste disposal,were compiled.This review compared numerous physical and chemical parameters like pH,dissolved oxygen,and heavy metals,and microbiological properties such as total coliforms.The water quality index(WQI)was also computed in these studies to ascertain the suitability of the water samples for human consumption.Review results showed that numerous water bodies in Nigeria have significantly diverse water quality levels,with some samples meeting or exceeding the WHO guidelines for microbiological,chemical,and physical characteristics.Notably,levels of heavy metals,turbidity,and pH frequently exceeded permissible limits,pointing to contamination from agricultural and industrial sources.The WQI results for multiple locations revealed that the majority of surface water sources were classified as“bad”to“very bad”,meaning they were unfit for human consumption.The results emphasized the critical need for immediate action to prevent further harm and deterioration of surface water bodies in Nigeria.Recommendations include strengthening waste management policies,promoting recycling initiatives,fostering collaborations among stakeholders,developing littering penalties and enforcing fines to curb the challenge,and raising educational awareness from the primary level.This review emphasizes the need for proactive measures to protect the environment and surface water quality in Nigeria. 展开更多
关键词 Waste littering and dumping Surface water quality Water quality index(WQI) Heavy metals NIGERIA
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Granular characterisation of coal spoil dump using unmanned aerial vehicle data to enhance stability analysis
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作者 Sureka Thiruchittampalam Bikram Pratap Banerjee +2 位作者 Nancy Fraser Glenn Alison McQuillan Simit Raval 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第7期3994-4007,共14页
Open pit mining operations generate significant spoil dumps that need to be characterised for stability to identify potentially unstable slopes.However,the current subjective practice for spoil characterisation often ... Open pit mining operations generate significant spoil dumps that need to be characterised for stability to identify potentially unstable slopes.However,the current subjective practice for spoil characterisation often involves tedious and risky field work.To this end,this study demonstrated the use of periodically acquired unmanned aerial vehicle(UAV)-based images over a coal mine spoil dump in New South Wales,Australia.A granular approach that captures the variability of each truck offload pile on a dump was adopted through morphology-based segmentation and ensemble algorithm-based classification which consolidates predictions from multiple classifiers.Overall accuracy of over 90% in the material characterisation based on the classification framework was achieved.The two-dimensional classification outcome was then transformed into three-dimensional(3D)block models using a point-based interpolation approach for stability analysis.The factor of safety derived from the granular approach offered improved assessment of failure risk compared to the conventional approaches,which treat the entire dump as a uniform category.This rapid classification and assessment method proposed in this study will help reduce the uncertainty associated with the variability of spoil dumps in slope stability assessments,thereby enhancing the safety and efficiency of mining operations. 展开更多
关键词 Remote sensing Limit equilibrium method Mine waste management Shear strength Three-dimensional(3D)dump profiling Machine learning
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Charging for the waste dumping of open-pit metal mines 被引量:1
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作者 Yunbing Hou Zhaoxiang Zhang Haifeng Duan Liming Xue 《Journal of University of Science and Technology Beijing》 CSCD 2006年第6期481-485,共5页
Based on the externality theory and the environmental value theory, the hypothesis of charging for waste dumping of open-pit metal mines was put forth. The charging methods were designed according to the characteristi... Based on the externality theory and the environmental value theory, the hypothesis of charging for waste dumping of open-pit metal mines was put forth. The charging methods were designed according to the characteristics of waste dumping of openpit metal mines, including charging based on the dumping amount of the total waste, multi-charging factors, exceeding standard punishment charging, and so on. The main charging parameter is based on the dumping area rather than the total amount of waste dumping. The charging model of waste dumping of open-pit mines was formulated, and the charging rate was divided into two parts, i.e., the standard charging rate and the differential charging rate. The standard charging rate was derived using the equilibrium dynamic model, whereas the differential one was obtained by establishing the fuzzy synthesized evaluation model. 展开更多
关键词 open-pit metal mine waste dumping charging pattern basic charging rate differential charging rate
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Soil water deficit and vegetation restoration in the refuse dumps of the Heidaigou open-pit coal mine,Inner Mongolia,China 被引量:5
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作者 Lei Huang Peng Zhang +1 位作者 YiGang Hu Yang Zhao 《Research in Cold and Arid Regions》 CSCD 2016年第1期22-35,共14页
The sustainability of ecosystem restoration of refuse dumps in open-pit coal mines depends on plant species selection, their configuration, and the optimal usage of water resources. This study is based on field experi... The sustainability of ecosystem restoration of refuse dumps in open-pit coal mines depends on plant species selection, their configuration, and the optimal usage of water resources. This study is based on field experiments in the northern refuse dump of the Heidaigou open-pit coal mine in Inner Mongolia of China established in 1995. Eight plant configurations, including trees, shrubs, grasses, and their combinations, as well as the adjacent community of natural vegetation, were selected. The succession of the revegetated plants, soil water storage, the spatiotemporal distribution of plant water deficits degree and its compensation degree were also studied. Results indicated that the vegetation cover (shrubs and herbaceous cover), richness, abundance, soil nutrients (soil organic matter, N and P), and biological soil crust coverage on the soil surface are significantly influenced by the vegetation configurations. The average soil water storage values in the shrub + grass and grass communities throughout the growing season are 208.69 mm and 206.55 mm, which are the closest to that of in the natural vegetation community (215.87 mm). Plant water deficits degree in the grass and shrub + grass communities were the lowest, but the degrees of water deficit compensation in these configuration were larger than those of the other vegetation configurations. Differences in plant water deficit degree and water compensation among the different config- urations were significant (P 〈0.05). Plant water deficit degrees were predominantly minimal on the surface, increased with increasing soil depth, and remained stable at 80 cm soil depth. The soil moisture compensation in the natural vegetation, shrub + grass, and grass communities changed at 10%, while that in other vegetation communities changed between 20% and 40%. Overall, we conclude that the shrub + grass and grass configuration modes are the optimal vegetation restoration models in terms of ecohydrology for future ecological engineering projects. 展开更多
关键词 refuse dumps soil water storage plant water deficit degree plant water compensation degree vegetation configurations
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Rainfall-triggered waste dump instability analysis based on surface 3D deformation in physical model test 被引量:2
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作者 LI Hanlin JIN Xiaoguang +2 位作者 HE Jie XUE Yunchuan YANG Zhongping 《Journal of Mountain Science》 SCIE CSCD 2024年第5期1549-1563,共15页
Landslide is the second largest natural disaster after earthquake. It is of significance to study the evolution laws and failure mechanism of landslides based on its surface 3D deformation information. Based on the ra... Landslide is the second largest natural disaster after earthquake. It is of significance to study the evolution laws and failure mechanism of landslides based on its surface 3D deformation information. Based on the rainfall-triggered waste dump instability model test, we studied the failure mechanisms of the waste dump by integrating surface deformation and internal slope stress and proposed novel parameters for identifying landslide stability. We developed a noncontact measurement device, which can obtain millimeter-level 3D deformation data for surface scene in physical model test;Then we developed the similar materials and established a test model for a waste dump. Based on the failure characteristics of slope surface, internal stress of slope body and displacement contours during the whole process, we divided the slope instability process in model test into four stages: rainfall infiltration and surface erosion, shallow sliding, deep sliding, and overall instability. Based on the obtained surface deformation data, we calculated the volume change during slope instability process and compared it with the point displacement on slope surface. The results showed that the volume change can not only reflect the slow-ultra acceleration process of slope failure, but also fully reflect the above four stages and reduce the fluctuations caused by random factors. Finally, this paper proposed two stability identification parameters: the volume change rate above the slip surface and the relative velocity of volume change rate. According to the calculation of these two parameters in model test, they can be used for study the deformation and failure mechanism of slope stability. 展开更多
关键词 Waste dump stability Physical model test Surface 3D deformation Stability identification
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Shear resistance characteristics and influencing factors of root-soil composite on an alpine metal mine dump slope with different recovery periods 被引量:2
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作者 PANG Jinghao LIANG Shen +5 位作者 LIU Yabin LI Shengwei WANG Shu ZHU Haili LI Guorong HU Xiasong 《Journal of Mountain Science》 SCIE CSCD 2024年第3期835-849,共15页
Artificial vegetation restoration is the main measure for vegetation restoration and soil and water conservation in alpine mine dumps on the Qinghai-Tibet Plateau,China.However,there are few reports on the dynamic cha... Artificial vegetation restoration is the main measure for vegetation restoration and soil and water conservation in alpine mine dumps on the Qinghai-Tibet Plateau,China.However,there are few reports on the dynamic changes and the influencing factors of the soil reinforcement effect of plant species after artificial vegetation restoration under different recovery periods.We selected dump areas of the Delni Copper Mine in Qinghai Province,China to study the relationship between the shear strength and the peak displacement of the root-soil composite on the slope during the recovery period,and the influence of the root traits and soil physical properties on the shear resistance characteristics of the root-soil composite via in situ direct shear tests.The results indicate that the shear strength and peak displacement of the rooted soil initially decreased and then increased with the increase of the recovery period.The shear strength of the rooted soil and the recovery period exhibited a quadratic function relationship.There is no significant function relationship between the peak displacement and the recovery period.Significant positive correlations(P<0.05)exists between the shear strength of the root-soil composite and the root biomass density,root volume density,and root area ratio,and they show significant linear correlations(P<0.05).There are no significant correlations(P>0.05)between the shear strength of the root-soil composite and the root length density,and the root volume ratio of the coarse roots to the fine roots.A significant negative linear correlation(P<0.05)exists between the peak displacement of the rooted soil and the coarse-grain content,but no significant correlations(P>0.05)with the root traits,other soil physical property indices(the moisture content and dry density of the soil),and slope gradient.The coarse-grain content is the main factor controlling the peak displacement of the rooted soil. 展开更多
关键词 Alpine mine dump Artificial vegetation restoration period Rooted soil Shear resistance characteristics Root traits Soil physical properties
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Instability mechanisms of slope in open-pit coal mines:From physical and numerical modeling 被引量:1
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作者 Guanghe Li Zihuan Hu +5 位作者 Dong Wang Laigui Wang Yanting Wang Lichun Zhao Hongjun Jia Kun Fang 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2024年第11期1509-1528,共20页
The stability of open-pit mine slopes is crucial for safe and efficient mining operations.However,the presence of weak interlayers poses significant challenges in maintaining the stability of slopes.To explore the imp... The stability of open-pit mine slopes is crucial for safe and efficient mining operations.However,the presence of weak interlayers poses significant challenges in maintaining the stability of slopes.To explore the impact of the rock arching effect on slopes during excavation,understand the deformation zones and evaluation stages in such environments,and analyze the formation and characteristics of cracks,this study investigated the instability mechanism of open-pit mine slopes with weak interlayers through physical and numerical modeling.Focusing on the Zaharnur open-pit coal mine in China as a prototype,a sophisticated physical model test employing particle image velocimetry and Brillouin optical frequency domain analysis was conducted to comprehensively analyze the displacement and strain variation characteristics of open-pit mine slopes.The displacement,strain,stress redistribution,and failure processes of slopes under excavation were comprehensively analyzed through physical and numerical modeling.The results showed that the slope model exhibited a strain pattern in which the strain incrementally increased from its center toward the edges,and the landslide thrust was converted into an internal force along the arch axis and transmitted to the supports.The concept of the rock arching effect specific to soft rocks was proposed,shedding new light on an important phenomenon specific to open-pit slopes with weak interlayers.Based on its deformation characteristics,the slope could be divided into three areas:The excavation influence area,the crack area and the failure area.In addition,the ratios of the height and width of the outermost cracks to the excavation width fluctuated in the ranges of 0.36–0.49 and0.72–1.00,respectively.These findings contribute to a better understanding of the instability mechanisms in open-pit mine slopes with weak interlayers and provide valuable guidelines for safe mining practices. 展开更多
关键词 open-pit mine slopes Instability mechanisms Rock arching Particle image velocimetry Strain monitoring
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Using deep neural networks coupled with principal component analysis for ore production forecasting at open-pit mines 被引量:1
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作者 Chengkai Fan Na Zhang +1 位作者 Bei Jiang Wei Victor Liu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第3期727-740,共14页
Ore production is usually affected by multiple influencing inputs at open-pit mines.Nevertheless,the complex nonlinear relationships between these inputs and ore production remain unclear.This becomes even more challe... Ore production is usually affected by multiple influencing inputs at open-pit mines.Nevertheless,the complex nonlinear relationships between these inputs and ore production remain unclear.This becomes even more challenging when training data(e.g.truck haulage information and weather conditions)are massive.In machine learning(ML)algorithms,deep neural network(DNN)is a superior method for processing nonlinear and massive data by adjusting the amount of neurons and hidden layers.This study adopted DNN to forecast ore production using truck haulage information and weather conditions at open-pit mines as training data.Before the prediction models were built,principal component analysis(PCA)was employed to reduce the data dimensionality and eliminate the multicollinearity among highly correlated input variables.To verify the superiority of DNN,three ANNs containing only one hidden layer and six traditional ML models were established as benchmark models.The DNN model with multiple hidden layers performed better than the ANN models with a single hidden layer.The DNN model outperformed the extensively applied benchmark models in predicting ore production.This can provide engineers and researchers with an accurate method to forecast ore production,which helps make sound budgetary decisions and mine planning at open-pit mines. 展开更多
关键词 Oil sands production open-pit mining Deep learning Principal component analysis(PCA) Artificial neural network Mining engineering
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露天煤矿周边沟壑排土填沟造地协同开采治理技术模式 被引量:1
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作者 雷少刚 张建莹 +2 位作者 刘昶 王亮 贾振旺 《煤炭科学技术》 北大核心 2025年第2期374-381,共8页
大规模露天采矿活动对黄土沟壑区地形地貌和生态环境产生了显著的影响。为缓解露天矿普遍面临内排空间不足,进而引起的边坡角过大,超标高排土,产量受限,以及煤矿周边的自然沟壑区水土流失和破碎沟壑土地难治理难利用等问题,提出了一种... 大规模露天采矿活动对黄土沟壑区地形地貌和生态环境产生了显著的影响。为缓解露天矿普遍面临内排空间不足,进而引起的边坡角过大,超标高排土,产量受限,以及煤矿周边的自然沟壑区水土流失和破碎沟壑土地难治理难利用等问题,提出了一种露天矿周边沟壑排土填沟造地协同开采治理技术模式,其原理是基于技术经济环境效益分析,将原本要排弃到排土场的部分适宜的剥离岩土物料,仿自然地层地貌重构过程将运移物料回填到矿区外适宜治理的邻近沟壑,最后再覆土与植被建设,从而实现节约排土空间和再利用沟壑区土地。主要技术环节包括:基于构建内外同心矩形窗口遍历算法提取区域待治理沟壑选址、基于“源汇”理论统筹排土场土方调配路径优化、基于近自然地貌重塑的沟壑区域复填、排土物料筛选与沟壑复填土层剖面重构、覆土绿化与土地再利用、以及协同开采治理的生态效果评价等关键步骤。以内蒙古准格尔旗某露天煤矿为例开展研究,结果表明,该模式治理的露天矿周边自然沟壑总面积为2.588×105 m^(2),为矿区减少约1.536×10^(7) m^(3)的土方内排量;结合CLiDE地貌演化与土壤侵蚀评估模型,模拟并评价了30 a期间周边沟壑协同治理后区域土壤侵蚀量减少66.53%,同时协同治理后的地貌表现出较为稳定的演变趋势,同时新增了大量可供利用的土地,达到了“一土两用”目的。为保障该技术模式的推广,还需要有相应的政策支持和严格的过程监管,以确保该模式产生最大的综合效益,并避免引起新的土地占用和生态环境问题。 展开更多
关键词 露天矿 排土场 填沟造地 生态修复 地貌重塑
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蒙东草原典型露天矿排土场边坡生态修复关键技术集成与应用研究 被引量:1
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作者 德力格尔 赵宇 李媛媛 《东北师大学报(自然科学版)》 北大核心 2025年第1期133-143,共11页
以内蒙古自治区霍林郭勒市南露天矿排土场高陡边坡为研究对象,通过探讨剖析露天矿排土场边坡生态修复的修复需求,形成并开展了集“边坡重塑、采排复一体化、固土保水、植被护坡与景观重建、效果监测”等关键技术为一体的技术集成与示范... 以内蒙古自治区霍林郭勒市南露天矿排土场高陡边坡为研究对象,通过探讨剖析露天矿排土场边坡生态修复的修复需求,形成并开展了集“边坡重塑、采排复一体化、固土保水、植被护坡与景观重建、效果监测”等关键技术为一体的技术集成与示范研究;同时,基于土壤理化性质分析和植被样方调查,跟踪监测了2019—2023年间技术集成体系的修复效果.结果表明:(1)坡面重构土壤主要理化性质、土壤孔隙度均较对照区有显著提升(P<0.05),且逐年向周边原生草原土壤值接近;(2)各坡面平均植被覆盖率由2019年的30.44%,上升至2023年的95.02%,植物多样性平均较对照区有明显的提升;(3)2023年坡面土壤蓄水保水能力得到了恢复(含水量值12.65%),显著高于对照区的6.3%(P<0.05),但显著低于周边原生草原土壤的33.3%(P<0.05).集成化生态修复理念能够有效改善矿区生态环境,促进区域生态系统的正向演替,可为高寒草原典型露天矿排土场高陡边坡生态修复提供本土化、系统化、可推广的解决方案. 展开更多
关键词 蒙东高寒草原 露天煤矿排土场 高陡边坡 生态修复技术集成 绿色矿山
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A comparative study on kinetics and dynamics of two dump truck lifting mechanisms using MATLAB simscape
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作者 Thong Duc Hong Minh Quang Pham +2 位作者 Son Cong Tran Lam Quang Tran Truong Thanh Nguyen 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2024年第2期146-156,共11页
In this paper,two lifting mechanism models with opposing placements,which use the same hydraulic hoist model and have the same angle of 50°,have been developed.The mechanical and hydraulic simulation models are e... In this paper,two lifting mechanism models with opposing placements,which use the same hydraulic hoist model and have the same angle of 50°,have been developed.The mechanical and hydraulic simulation models are established using MATLAB Simscape to analyze their kinetics and dynamics in the lifting and holding stages.The simulation findings are compared to the analytical calculation results in the steady state,and both methods show good agreement.In the early lifting stage,Model 1 produces greater force and discharges goods in the container faster than Model 2.Meanwhile,Model 2 reaches a higher force and ejects goods from the container cleaner than its counterpart at the end lifting stage.The established simulation models can consider the effects of dynamic loads due to inertial moments and forces generated during the system operation.It is crucial in studying,designing,and optimizing the structure of hydraulic-mechanical systems. 展开更多
关键词 dump truck Lifting mechanism HYDRAULIC MATLAB Simscape Kinetic dynamic analysis
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Solution to the Horizontal Crossing Problem of Transportation System at Key Points in Open-Pit Mines
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作者 Tao DONG Ling LIU 《Asian Agricultural Research》 2024年第7期36-38,47,共4页
In order to reduce the horizontal crossing transportation problems between coal trucks and stripping trucks,large and small vehicles,and transport trucks and belt conveyors at key points of open pit mine in production... In order to reduce the horizontal crossing transportation problems between coal trucks and stripping trucks,large and small vehicles,and transport trucks and belt conveyors at key points of open pit mine in production,the separate transportation mode of underpass bridge and overpass steel trestle is proposed to optimize the open pit development transportation system,so as to solve the practical problems that the horizontal cross of transport vehicles causes vehicle blockage,affects production schedule and production safety.The results show that the horizontal crossing road can be changed into a separate type of overpass steel trestle,which can realize the classified transportation of large and small vehicles,reduce the traffic density,make vehicles with different functions go their own way,eliminate the hidden danger of traffic accidents,and improve the production efficiency. 展开更多
关键词 open-pit mines Cross-transport Underpass bridge Overpass steel trestle Production efficiency
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A Predictive Energy Management Strategies for Mining Dump Trucks
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作者 Yixuan Yu Yulin Wang +1 位作者 Qingcheng Li Bowen Jiao 《Energy Engineering》 EI 2024年第3期769-788,共20页
The plug-in hybrid vehicles(PHEV)technology can effectively address the issues of poor dynamics and higher energy consumption commonly found in traditional mining dump trucks.Meanwhile,plug-in hybrid electric trucks c... The plug-in hybrid vehicles(PHEV)technology can effectively address the issues of poor dynamics and higher energy consumption commonly found in traditional mining dump trucks.Meanwhile,plug-in hybrid electric trucks can achieve excellent fuel economy through efficient energy management strategies(EMS).Therefore,a series hybrid system is constructed based on a 100-ton mining dump truck in this paper.And inspired by the dynamic programming(DP)algorithm,a predictive equivalent consumption minimization strategy(P-ECMS)based on the DP optimization result is proposed.Based on the optimal control manifold and the SOC reference trajectory obtained by the DP algorithm,the P-ECMS strategy performs real-time stage parameter optimization to obtain the optimal equivalent factor(EF).Finally,applying the equivalent consumption minimization strategy(ECMS)realizes real-time control.The simulation results show that the equivalent fuel consumption of the P-ECMS strategy under the experimentally collected mining cycle conditions is 150.8 L/100 km,which is 10.9%less than that of the common CDCS strategy(169.3 L/100 km),and achieves 99.47%of the fuel saving effect of the DP strategy(150 L/100 km). 展开更多
关键词 Mining dump truck energy management strategy plug-in hybrid electric vehicle equivalent consumption minimization strategy dynamic programming
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基于黏弹性理论的软基底排土场周边地表变形预测方法
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作者 王东 尹立 +4 位作者 曹兰柱 付一鸣 张立国 张春会 丁春健 《煤炭科学技术》 北大核心 2025年第6期432-444,共13页
针对软弱基底排土场堆载引起的周边地表变形问题,从层状弹性体系理论出发,深入探讨了变形现象的机理与影响。通过运用微积分思想,将排土场荷载微分,并对周边土体的作用进行了叠加,结合基底表面应力边界条件和层间界面连续条件,引入了广... 针对软弱基底排土场堆载引起的周边地表变形问题,从层状弹性体系理论出发,深入探讨了变形现象的机理与影响。通过运用微积分思想,将排土场荷载微分,并对周边土体的作用进行了叠加,结合基底表面应力边界条件和层间界面连续条件,引入了广义Kelvin三轴蠕变模型,以更精确地描述软弱基底的变形特性,从而推导出一种具有流变特性的黏弹性基底排土场周边地表变形解法。选择了本钢集团歪头山铁矿下盘排土场作为案例进行分析,通过计算预测排土场堆载作用下层状黏弹性基底地表变形情况,得到了一系列关于地表变形的定量数据,可以看出排土场周边高铁线墩台沉降u_(z)和相邻墩台沉降差Δu_(z)会随着时间演化逐渐增大,后趋于平缓;排土场与高铁线并行段沉降为2.08 mm,高铁离开排土场并行范围最大相邻墩台沉降差为0.006 mm/m。与现场监测数据进行对比分析后发现,地表变形解析结果与实际情况基本吻合,从而验证了黏弹性基底排土场周边地表变形解法的有效性和合理性,且解析数值均低于规范阈值。在进一步的研究中,通过对影响排土场周边地表变形因素(边坡高度、边坡角、地表距离和时间)分析,发现了一些重要的规律性特征:排土场距离坡脚越远,周边地表变形越小,呈现出明显的反比例关系;边坡高度和角度越大,地表变形越明显;地表变形随着排土场施工时间演化,在短时间内达到峰值,之后趋于稳定。研究结果为理解软弱基底排土场堆载引起的地表变形规律提供了理论依据和实践指导,同时,所提出的解决方案为类似工程项目中的地表变形管理提供了新的思路和方法,有望在工程实践中取得积极的应用效果。 展开更多
关键词 露天矿排土场 层状基底 蠕变 黏弹性 周边地表变形
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基于强度折减有限元法的排土场边坡稳定性数值模拟研究 被引量:1
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作者 邱振华 陈光木 黄春福 《有色金属(矿山部分)》 2025年第1期72-81,共10页
以大宝山矿李屋排土场边坡为背景,旨在建立一种方法准确评价现状排土场的稳定性。为此,利用强度折减有限元法,分析了排土场边坡稳定性。首先,针对性制定李屋排土场边坡稳定性的强度折减有限元数值计算方案,并构建相关三维数值计算模型... 以大宝山矿李屋排土场边坡为背景,旨在建立一种方法准确评价现状排土场的稳定性。为此,利用强度折减有限元法,分析了排土场边坡稳定性。首先,针对性制定李屋排土场边坡稳定性的强度折减有限元数值计算方案,并构建相关三维数值计算模型、设置数值计算参数;然后,模拟分析了排土场的设计边坡与现状边坡的应力、位移和塑性区的三维分布特征;最后,对排土场设计边坡和现状边坡的稳定性进行了对比分析,确立了现状边坡的稳定性。结果表明:现状排土场中应力分布规律与设计排土场一致,均呈现出随深度增大应力逐渐增大的规律,且均产生了较大范围的塑性区;但现状排土场的应力大小和塑性区范围均小于设计排土场。结果表明当前排土场稳定性较好。研究成果对排土场稳定性评价与安全控制具有重要参考意义。 展开更多
关键词 排土场边坡 稳定性 强度折减有限元法 露天矿山 数值计算
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