Loading...
Welcome to Metal Mine! Today is Share:
×

扫码分享

Table of Content

    15 September 2025, Volume 54 Issue 8
    Research on the Optimization of Mining Sequence of Gently Inclined Thick and Large Fractured Ore Bodies in a Gold Mine under a Certain Fault Zone 
    HUANG Zhipeng   JIN Changyu   HOU Jun   DING Chenggong   ZHAO Fuquan
    2025, 54(8):  1-8. 
    Asbtract ( 49 )   PDF (4412KB) ( 123 )  
    Related Articles | Metrics
    The gently inclined thick and large broken ore body under a fault zone is affected by the fault zone during the mining process,and the hanging wall rock mass caving phenomenon is very easy to occur. In order to improve the stability of the hanging wall rock mass in the mining process of the mine,a method of controlling the deformation of the surrounding rock of the stope by optimizing the mining sequence is proposed. The stability of stope and fracture zone under different mining sequence schemes was studied by means of numerical simulation and similar material test. The results show that when the upward layered filling method is used to mine from the hanging wall to the footwall,the stress concentration of the roof and the hanging wall of the fracture zone is small and the displacement fluctuation is stable. The overall stability of the stope is good,and the fracture zone is not damaged. In the process of mining and filling from the footwall to the hanging wall,the stress concentration degree of the roof and the hanging wall is higher and the displacement fluctuation is larger. The stress is mainly concentrated in the roof position,and the displacement is mainly concentrated in the boundary position of the fault zone and the mine room. With the development of mining,cracking failure occurs at the fracture zone,and the stability of the stope is poor. It is proved that the upward slicing and filling method is more conducive to the stability of the fault zone from the hanging wall to the footwall,which is the best mining sequence scheme. The research conclusion not only provides guidance for the optimization of the mining sequence of the mine,but also provides reference for the mining construction of similar mines. 
    Research on Double Depth Partition Bolting and Grouting Support Technology in Mining Disturbance Roadway 
    WANG Jinxing   HAN Chuang   YANG Xiaolin   CHEN Xinming   JIAO Huazhe   ZHANG Chao   CHEN Fengbing   TU Kun
    2025, 54(8):  9-18. 
    Asbtract ( 44 )   PDF (5311KB) ( 102 )  
    Related Articles | Metrics
    The support effect of the original active advance support scheme of the mining roadway is poor,which can′t meet the stability requirements of the roadway. Based on the bolt-grouting support technology and the failure range of surrounding rock,a double-depth partition bolt-grouting support technology is proposed as an optimized support scheme for mining roadway. According to the results of borehole peep detection and theoretical calculation of roadway field investigation,the damage range of surrounding rock is determined,and the grouting depth of surrounding rock is divided into regions. The reinforcement performance of surrounding rock after grouting is analyzed theoretically. The grouting reinforcement effect of surrounding rock is quantitatively analyzed by the results of coal mechanics test before and after grouting. The support effect of double-depth partition bolt-grouting support technology in roadway is studied by combining numerical simulation with engineering application. The results show that the damage range of the surrounding rock of the roadway roof is about 2. 7 m,and the damage range of the two sides is about 5. 4 m. The roof and the two sides are divided into " deep" and " shallow" grouting reinforcement areas. After grouting reinforcement,under the synergistic support of grouting bolt (cable) and solidified slurry,the strength and cohesion of surrounding rock are increased,and the ability of surrounding rock to resist deformation is improved. After adopting the doubledepth partition bolt-grouting support scheme,the deformation of the roadway,the depth and failure range of the plastic zone of the surrounding rock are significantly reduced,and the stability of the roadway is improved. The error between the engineering application monitoring data results and the numerical simulation results is small,which verifies the rationality of the numerical simulation. 
    Research on the Rock Mass Joint Recognition System Based on the RC-FCN Model 
    MAO Xinyang   JIN Changyu   DONG Longbin   LIU Aixin
    2025, 54(8):  19-26. 
    Asbtract ( 41 )   PDF (2134KB) ( 91 )  
    Related Articles | Metrics
    Aiming at the problems of low efficiency and strong subjectivity of traditional artificial joint logging methods,a residual attention full convolutional network (RC-FCN) model based on deep learning is proposed. By integrating the multiscale feature extraction ability of the fully convolutional network,the gradient optimization characteristics of the residual module,and the channel-space two-dimensional attention mechanism,a collaborative optimization architecture with cross-layer feature multiplexing and dynamic weight allocation functions is constructed. Based on the VGG16 encoder,the model introduces the ResNet residual block to enhance the expression ability of deep features,and combines the CBAM attention module to realize the accurate focusing of joint edge features,which effectively solves the problem of small-scale joint segmentation blur and background interference in complex underground scenes. The experimental results show that the RC-FCN model achieves a comprehensive recognition accuracy of 92. 5% on the downhole joint image test set,which is 7% higher than the traditional UNet model. Based on the analysis algorithm of the attitude parameters constructed by the segmentation results,the intelligent cataloging process of ′image segmentation-feature extraction-attitude calculation′ is realized. The robust characterization ability of the model to the joint geometry is verified by the sensitivity analysis of the dip angle error,which provides an efficient technical solution for the construction of intelligent mines. 
    Study on the Influence of Cooling Path on the Damage Effect of Microwave Radiation Basalt
    SHI Wei   CHEN Denghong   FANG Shu   WANG Chaojia   HOU Meng
    2025, 54(8):  27-37. 
    Asbtract ( 31 )   PDF (3303KB) ( 66 )  
    Related Articles | Metrics
    In view of the low crushing efficiency of traditional hard rock and the unknown influence mechanism of cooling path in microwave-assisted rock breaking,this study systematically explored the influence of different cooling methods on rock damage after microwave irradiation with basalt as the object. By comparing the wave velocity,tensile strength,fractal dimension and strain field characteristics of rock under natural cooling,real-time high temperature and water impact cycle cooling paths, it is found that water impact cycle cooling significantly aggravates the difference of thermal stress inside and outside the specimen through rapid cooling,thus maximizing the damage effect. The experimental results show that the cooling strategy of shortterm radiation combined with intermittent water flow impact can effectively drive multi-scale crack propagation. Among them, the cycle path effect of water flow impact for 30 s after 45 s of radiation is the best,resulting in a decrease of wave velocity by 19%,a decrease of tensile strength by nearly 50%,and a significant increase of fractal dimension. The microscopic analysis further reveals the crack propagation mechanism dominated by thermal stress gradient. The results show that under the same energy consumption,the greater the temperature difference,the better the damage effect. The circulating cooling strategy of shortterm radiation combined with intermittent water flow impact can significantly improve the efficiency of microwave-assisted rock breaking. It can provide reference for the application of microwave-assisted rock breaking in subsequent experiments and engineering practice. 
    Study on the Degree of Damage and Crack Propagation Characteristics of Saturated Biotite Granulite under Uniaxial Compressi#br#
    TIAN Xin   LU Yanze   LI Zhipeng   MA Dewen ,   HAN Qiang ,   YANG Tianhong   DENG Wenxue   LIU Yang
    2025, 54(8):  38-47. 
    Asbtract ( 35 )   PDF (3871KB) ( 71 )  
    Related Articles | Metrics
    Open pit blasting mining or slope blasting forming may cause varying degrees of damage to the slope rock mass,and coupled with water seepage,it will seriously threaten the stability of the slope. To investigate the relationship between rock damage and slope stability of the eastern slope of Yanshan Iron Mine,a series of uniaxial compression and acoustic emission monitoring experiments were conducted on saturated biotite granulites with different initial damage degrees. The crack propagation characteristics of saturated biotite granulites with different initial damage degrees were studied. The experimental results show that as the initial damage degree increases,the deformation degree of the microcrack compaction stage of saturated biotite granulite increases,and the elastic modulus shows a decreasing trend. The average values of cracking stress,damage stress,and uniaxial compressive strength are quadratic functions of the initial damage degree,and all three decrease with increasing initial damage degree. The initial damage degree increased from 0 mV to 50 mV,60 mV,and then to 70 mV. In the stable expansion stage of microcracks in saturated biotite,the expansion angle first increased from 0. 28° to 0. 9° and then decreased to 0. 34°,and in the unstable expansion stage,the expansion angle increased from 5. 98° to 7. 73° and then decreased to 7. 69°. Microcracks developed from full expansion to incomplete expansion,and their failure mode transitioned from single shear failure to a combination of shear and splitting,resulting in more severe rock failure. The experimental results can provide theoretical reference for the safe maintenance of rock mass on open-pit mine slopes. 
    Study on the Fracture Characteristics of Limestone under Axial Loading Based on Three-dimensional Positioning Acoustic Emission 
    CHENG Bo   JIANG Dongping ,   LI Longfu ,   WANG Chun ,   XIE Lixiang   WANG Shuaibin
    2025, 54(8):  48-56. 
    Asbtract ( 36 )   PDF (5587KB) ( 80 )  
    Related Articles | Metrics
    In order to study the expansion of internal cracks in the deformation process of limestone under axial load,uniaxial loading tests were carried out. At the same time,the loading process of limestone was monitored in real time by using three-dimensional positioning acoustic emission technology and rock acoustic parameter testing technology. Combined with the evolution law of real-time wave velocity and acoustic emission signal,the process of crack propagation in the sample is revealed. The results show that the longitudinal wave velocity of the limestone sample is higher in the elastic deformation stage and the plastic deformation stage during the axial loading process,and the wave velocity fluctuates greatly in the plastic deformation stage,indicating that the crack propagation speed inside the rock sample is the fastest in the plastic deformation stage. However,the longitudinal wave velocity is low when it is close to failure. During the loading process,the amplitude of the acoustic emission signal is mostly less than 60 dB. The high amplitude signal will increase with the frequency of the sample failure,and the value will increase as a whole. The specimen cracks inside,and the cracks mainly extend to the edge of the specimen around the crack initiation position. The three-dimensional positioning acoustic emission signal can reflect the expansion of the internal cracks of the limestone sample during the axial loading process,and its position is obviously corresponding to the final failure crack. 
    Mineralogy Research on Acid Leaching Residue of Laterite Nickel Ore Based on Mineral Automatic Analysis System 
    DONG Zaizheng ,   SUN Yongsheng ,   QI Sainan   LI Liucan   SUN Hongshuo   WEN Ligang ,
    2025, 54(8):  57-63. 
    Asbtract ( 39 )   PDF (1862KB) ( 70 )  
    Related Articles | Metrics
    In order to further investigate the mineral composition,main mineral distribution characteristics,and element occurrence forms of high-pressure sulfuric acid leaching residue of laterite nickel ores,and clarify suitable methods for valuable metal recovery and harmful impurity separation,process mineralogy research was conducted on the sample. Chemical multi-element analysis,chemical phase analysis,and SEM-EDS-BPMA mineral automatic quantitative analysis were used to analyze the chemical composition,particle size characteristics,element distribution,and mineral distribution characteristics of the sample in detail. The research results indicated that the acid leaching residue of laterite nickel ore is rich in elements with recycling value such as iron and aluminum,and has a high degree of mineral reconstruction. The main minerals include iron oxides,aluminum potassium sulfide iron oxides,magnetite / hematite,and chromite spinel minerals. The sample has extremely fine particle size, with a content of up to 77. 56% at -0. 010 μm,and the majority of the main minerals have particle sizes below 0. 038 μm;Iron oxide monomers have a high content and are closely associated with other major minerals. Due to the fact that iron,sulfur,and aluminum elements are mainly present in iron oxides,it is difficult to separate iron from other elements. The study provides important mineralogical basis for the development of efficient utilization schemes for such metallurgical secondary solid waste. 
    Effects of Grinding Media on Surface Properties and Flotability of Chalcopyrite
    SUN Qingzhen   ZHANG Xiaolong ,   GAO Peng ,   SUN Hao
    2025, 54(8):  64-70. 
    Asbtract ( 35 )   PDF (2606KB) ( 84 )  
    Related Articles | Metrics
    Copper produced in China primarily originates from chalcopyrite,which is typically separated and concentrated using the flotation process. Grinding is an essential pre-treatment step before mineral flotation,and the choice of grinding media significantly impacts the flotation recovery efficiency of minerals. In order to clarify the effect of grinding media on chalcopyrite flotation recovery,pure chalcopyrite minerals were selected as the research subject. Using steel balls,alumina ceramic balls,zirconia ceramic balls,and silicon nitride ceramic balls as grinding media in a stirred mill,the influence of these four media types on the surface characteristics and flotation behavior of ground chalcopyrite products was investigated using various analytical techniques. The research results indicated that the higher the density of the grinding media,the finer the resulting ground product. Under steel ball grinding,the particle surfaces of the ground product were rougher,which inhibited the adsorption of the collector sodium butyl xanthate onto the mineral surfaces. In contrast,under ceramic ball grinding,the particle surfaces were relatively smooth and flat,with no significant corrosion observed,demonstrating better floatability. When zirconia ceramic balls were used as the grinding media,the ground product contained a higher proportion of particles with greater elongation. Additionally,the product exhibited a lower isoelectric point and enhanced hydrophobicity,proving more conducive to the flotation recovery of chalcopyrite. 
    Study on Optimization of Beneficiation Process for Mixed Magnetite-Hematite Ore in Yanshan Iron Mine 
    WANG Haixia   LAI Youbang   ZHAO Libing   DENG Yufen   ZHANG Shuo   ZHAO Liucheng
    2025, 54(8):  71-76. 
    Asbtract ( 37 )   PDF (1553KB) ( 83 )  
    Related Articles | Metrics
    With the increase in mining depth at the Sijiaying Yanshan Iron Mine,the magnetite content in the ore gradually rises. In order to address issues such as poor separation efficiency in gravity concentration,low iron recovery rate,and high production costs in the current oxide ore beneficiation process,a series of process studies were conducted based on the analysis of raw ore properties. These included stage grinding combined with stage low-intensity magnetic separation + high-intensity magnetic separation,cleaning of low-intensity magnetic separation concentrate using a elltriation machine and the anionic reverse flotation of high-intensity magnetic separation concentrate. The results showed that the raw ore had an iron grade of 24. 24%,with iron minerals primarily composed of magnetite ( 71. 00% distribution rate) and hematite ( 20. 75% distribution rate). Under the conditions where the grinding fineness of the first and second stages was -0. 074 mm accounting for 60% and 90% respectively,the weak magnetic separation in the third stage yielded a weak magnetic separation concentrate with an iron grade of 67. 65% and an iron recovery rate of 70. 11%. The high-intensity magnetic separation concentrate was further processed through a one-roughing,one-cleaning,and one-scavenging reverse flotation circuit,yielding a reverse flotation concentrate with an iron grade of 53. 30% and a recovery rate of 5. 71%. The final combined iron concentrate achieved an iron grade of 66. 30% and a recovery rate of 75. 82%. This study achieved efficient recovery of low-grade mixed magnetite-hematite ore and provided a technical basis for optimizing the beneficiation process at the concentrator. 
    Study on the Influence of Carboxymethyl Chitosan on the Flotation Behavior of Fluorite and Calcite 
    FU Yingying ,   LI Maolin ,   YI Luan   LIU Xu   XU Hanbing   LI Jiaying ,   XIA Kun ,   CUI Rui ,   YAO Wei ,
    2025, 54(8):  77-83. 
    Asbtract ( 29 )   PDF (2199KB) ( 85 )  
    Related Articles | Metrics
    The flotation separation of fluorite and calcite is challenging due to their similar surface physicochemical properties,while traditional inorganic depressants suffer from poor selectivity and environmental pollution. In order to better achieve the flotation separation of fluorite and calcite,environmentally friendly carboxymethyl chitosan was employed as an organic depressant,and the impact of carboxymethyl chitosan on the flotation behavior of fluorite and calcite was investigated through single-mineral flotation experiments. Furthermore,the adsorption mechanism of carboxymethyl chitosan on the surfaces of fluorite and calcite was elucidated using zeta potential,Fourier-transform infrared spectroscopy (FTIR),and X-ray photoelectron spectroscopy (XPS) analytical techniques. The flotation experiments reveal that at a pulp pH of 7,with a sodium oleate concentration of 1. 5×10 -4 mol / L and a carboxymethyl chitosan concentration of 2. 5 mg / L,the recoveries for fluorite and calcite are 90. 59% and 49. 79%,respectively. This suggests that carboxymethyl chitosan selectively inhibits the flotation of calcite. Zeta potential measurements demonstrate that carboxymethyl chitosan significantly impedes the adsorption of sodium oleate on calcite surfaces compared to fluorite. FTIR analysis indicates the weak adsorption of carboxymethyl chitosan on fluorite and strong adsorption on calcite. XPS analysis confirms that carboxymethyl chitosan interacts with the active Ca 2+ sites on the surfaces of both fluorite and calcite through its COO - groups. 
    Electrochemical Behavior Research of Dihydrocholine Citrate on Manganese Electrolysis
    YE Changmei  LI Wubin  ZHANG Yi  HUANG Jian  HU Zhitong  WU Zhanxin
    2025, 54(8):  84-88. 
    Asbtract ( 22 )   PDF (1674KB) ( 60 )  
    Related Articles | Metrics
    In the electrolytic production of manganese,the presence of SeO2 as an additive leads to selenium deposition in the manganese product,reducing the purity of metallic manganese. Partial selenium precipitation can clog the diaphragm cloth. Selenium residues in the electrolyte,anode mud,and manganese slag,requiring high treatment technology. The use of expensive SeO2 has pushed up the production cost of electrolytic manganese. In order to find an energy-saving,environmentally friendly, and high-purity electrolytic manganese additive that can replace SeO2 ,the electrochemical deposition and electrochemical behavior of manganese in the MnSO4 -(NH4 )2 SO4 -H2O system were investigated using cyclic voltammetry,linear voltammetry, electrochemical impedance spectroscopy,and other electrochemical methods with dihydrocholine citrate as the additive. XRD was used to characterize the electrodeposited manganese product. The results showed that the initial potentials for hydrogen evolution and manganese deposition on the surface of stainless steel cathode are -0. 65 V、-1. 25 V,respectively. Dihydrogen citrate has a significant inhibitory effect on hydrogen evolution reaction. When the concentration of dihydrocholine citrate is 0. 03 g / L,the activation energy of hydrogen evolution reaction is 40. 975 kJ/ mol. At a temperature of 313 K,Mn 2+ concentration of 30 g / L,(NH4 )2 SO4 concentration of 100 g / L,pH= 7. 0,electrolysis current of 2. 0 A,and dihydrocholine citrate concentration of 0. 09 g / L,the maximum current efficiency is 68. 78%,and the electrodeposited manganese is α-Mn. 
    Experimental Study on Recovery of Lead and Zinc from Blast Furnace Slag by High Temperature Reduction Method 
    LIU Lin ,   LIU Hongzhao ,   WANG Wei ,   FANG Lin ,   CAO Yaohua ,   WANG Ke ,
    2025, 54(8):  89-93. 
    Asbtract ( 36 )   PDF (2306KB) ( 66 )  
    Related Articles | Metrics
    A lead-zinc blast furnace slag was mainly composed of iron oxides and silicate minerals such as periclase, magnetite and clinoptilolite. The content of ZnO was 12. 30%,and the content of PbO was 3. 31%. Lead,zinc,copper and iron have high recovery value. In order to develop and utilize the secondary resource efficiently and environmentally,the process conditions of lead and zinc recovery were studied by high temperature reduction method with coking coal as reductant. The effects of roasting temperature,coking coal dosage and roasting time on the volatilization rate of lead and zinc were investigated,and the chemical reactions occurred in the process were inferred from the experimental phenomena. The volatilization rates of lead and zinc reached 97. 12% and 97. 60%,respectively,when the roasting temperature was 1 200 ℃ ,the mass ratio of coking coal to ore was 30%,and the roasting time was 1. 5 h,meanwhile the arsenic was not volatilized synchronously,so the lead and zinc recovery effect was good. The recovery process conditions of iron and copper in roasting slag will be determined later. It was proposed to use grinding and magnetic separation to recover iron and flotation to recover copper. The residues after a substantial reduction in heavy metal content will be utilized in the production of building materials,so as to achieve the goal of " harmless,reduction and recycling" treatment of lead-zinc blast furnace slag. 
    Study on Weighted Average Integrated Prediction of Peak Vibration Velocity of Throwing Blasting in Open-pit Mine 
    GONG Wei   FAN Xueqiang   XIAO Shuangshuang   LIN Shizhen   WANG Hongsheng   DONG Guowei
    2025, 54(8):  94-106. 
    Asbtract ( 36 )   PDF (2789KB) ( 64 )  
    Related Articles | Metrics
    The peak vibration velocity of open-pit mine throw blasting is a critical parameter for assessing both the safety of blasting operations and their environmental impact. To enhance the accuracy of peak vibration velocity prediction,this study employed Spearman and Kendall correlation coefficients for statistical analysis. Furthermore, by integrating Random Forest (RF) and Extreme Gradient Boosting (XGBoost) algorithms,the most influential features affecting peak vibration velocity were identified. Based on these findings,blast center distance,height difference,bench height,total charge,and average unit consumption were selected as the input variables for the prediction model. The weighted average method was applied to combine the outputs of the XGBoost and improved particle swarm optimization hybrid kernel extreme learning machine(IPSO-HKELM) models,forming an integrated prediction framework. Results indicate that by fusing the predictions of these two models using the weighted average approach and adjusting the distribution of sample weights,the overall performance of the model was significantly enhanced. The determination coefficient (R 2 ),mean absolute error (MAE),root mean square error (RMSE) and mean absolute percentage error (MAPE) of the weighted average ensemble model were 0. 977,0. 591,0. 921 and 17. 198%,respectively. Compared with the traditional method,the weighted average method integration model shows a significant improvement in the evaluation index,especially in the MAE and RMSE,which shows its advantages in practical application. 
    Real-time Data Transmission Algorithm for Smart Mine Based on Distributed Wireless Network 
    WANG Yanbin   QU Bo   SUN Yanzhao   LIU Yinbing   XIE Qiaojun
    2025, 54(8):  107-112. 
    Asbtract ( 34 )   PDF (1639KB) ( 69 )  
    Related Articles | Metrics
    With the continuous deepening of smart mine construction,the importance of real-time data transmission in mine safety and production efficiency has become increasingly prominent. A real-time data transmission algorithm for smart mine based on distributed wireless networks is proposed,aiming to solve the problems of limited signal propagation,severe interference,and high node energy consumption in the mine environment,and ensure the stability and efficiency of data transmission. Firstly,a distributed wireless network architecture is designed,which utilizes multi-hop communication and adaptive routing protocols to achieve reliable data transmission in complex terrains. Secondly,an energy-efficient node scheduling algorithm is proposed to extend the working life of sensor nodes. Through simulation experiments and actual deployments,the transmission delay,packet loss rate,and energy consumption of the algorithm model are analyzed in detail,showing that the packet loss rate is reduced to 1. 2%,and the node energy consumption is reduced by approximately 30%. In addition,the anti-interference ability and fault recovery mechanism of the algorithm model are analyzed in combination with actual mine scenarios,verifying the advantages of the proposed algorithm in terms of data transmission speed,stability,and energy efficiency. 
    Research and Application of Digital Intelligence Management of Metallurgical Mine Information Model
    DU Jiahui ,   LIU Xiaobo   QIN Lijie   LI Yongxing   HE Shuhong   WANG Haonan   FANG Xugang   SUN Sizan
    2025, 54(8):  113-121. 
    Asbtract ( 40 )   PDF (3202KB) ( 84 )  
    Related Articles | Metrics
    Aiming at the fact that the application of metallurgical mine information modeling (MIM) technology is lagging behind that of the coal industry,and that there are problems of insufficient model integrity and inefficient synergy,this study proposes a metallurgical mine MIM framework integrating the secondary development technology of building information modeling (BIM). By constructing a " gene" database,a parametric " family" database and LOD classification standards,we establish a multi-source heterogeneous data integration architecture,which supports attribute assignment of geological ore bodies, parametric modeling of roadways and dynamic simulation of the whole life cycle. In the practice of a typical metallurgical mine in Northeast Yunnan,relying on mobile Internet of Things and intelligent equipment (such as rock drilling and supporting integrated machinery and unmanned transportation system),the mechanization of the whole process of mining and transportation is realized,and the openness of information and the security of national strategic resources are taken into account through the management of LOD hierarchical authority. The study shows that the secondary development technology based on Revit / Bentley platform can generate LOD100-LOD500 grade model,which supports collision detection,construction simulation and accurate accounting of project quantity;the " ND" multi-dimensional management model integrates six systems such as safety monitoring,equipment operation,which reduces ventilation energy consumption by 23% and improves production efficiency. The " ND" multi-dimensional management model integrates six systems such as safety monitoring and equipment operation,reducing ventilation energy consumption by 23% and improving production efficiency. This system provides a technical paradigm for breaking professional barriers and optimizing resource allocation,and promotes the transformation of the mining industry to digitalization and intelligence. 
    Research and Application of Multi-position Test Technology for Intelligent Integrated Vicat Apparatus
    YAO Nan  TAO Qianshun  LUO Binyu  YE Yicheng  LI Yufei
    2025, 54(8):  122-128. 
    Asbtract ( 37 )   PDF (3873KB) ( 73 )  
    Related Articles | Metrics
    Aiming at the problems of low test efficiency,insufficient intelligent integration and large test error of the existing Vicat apparatus,a multi-position intelligent integrated Vicat apparatus is developed. The multi-position and double-needle test mechanical structure is designed,and the high-precision laser sensor is used to optimize the automatic leveling scheme of the test needle,while avoiding the deformation of the test needle due to free fall. Based on STM32 single chip microcomputer, the test and control scheme of intelligent Vicat apparatus is designed and developed independently. The test shows that the intelligent integrated Vicat apparatus greatly reduces the operation process and realizes the intelligent determination of the initial and final condensation of the multi-position die test. Among them,the maximum relative error coefficient of initial condensation detection is 2. 35%,and the maximum relative error of final condensation detection is 3. 83%. Compared with the ordinary Vicat apparatus,it has a great improvement,which provides a good test effect for the condensation time of slurry.
    Research on Spatial Domain Filtering Algorithm of UAV Adapted to Mining Deformation 
    SHEN Runsheng   LIU Wei   WANG Feng   CHEN Wanli   ZHANG Jingtao   SHI Dafeng   WANG Hongbo   CHENG He   WANG Yizhe
    2025, 54(8):  129-136. 
    Asbtract ( 44 )   PDF (2756KB) ( 65 )  
    Related Articles | Metrics
    UAV photogrammetry technology has been widely used in the field of mining subsidence monitoring. However, the existing methods are still difficult to meet the high standard requirements in terms of subsidence monitoring accuracy. Aiming at the urgent need to improve the accuracy of surface subsidence monitoring in UAV mining area,a spatial domain filtering algorithm of UAV point cloud based on mining deformation adaptation is proposed. Through deep fusion of mining subsidence deformation mechanism and image processing technology,the algorithm effectively suppresses the random error of DEM difference method in UAV photogrammetry,and constructs a point cloud spatial domain filtering method that conforms to the mining deformation characteristics of subsidence area. The feasibility and accuracy improvement effect of the algorithm are verified by simulation test field test and actual mining area engineering application. The experimental results show that the mean square error of UAV subsidence monitoring is reduced by more than 50% compared with the traditional DEM difference method in the simulated test field environment. In practical engineering applications,the measurement accuracy is improved by more than 38% compared with the conventional method,and the error of subsidence monitoring in engineering cases is controlled within 12 mm. This method significantly improves the accuracy of UAV subsidence monitoring,and provides reliable technical support for the engineering application of UAV deformation monitoring in mining areas. 
    Multi-type Road Recognition Model of Open-pit Mine Based on VMA-UNet Network 
    LI Ruoqian   LIANG Peng ,   LIU Yan   WANG Yuran   ZHENG Laiyao   WANG Jinsong   WANG Juxian
    2025, 54(8):  137-149. 
    Asbtract ( 59 )   PDF (4757KB) ( 67 )  
    Related Articles | Metrics
    The accurate identification of roads in open-pit mines is very important for the digitization and unmanned intelligent construction of mining areas. However,the existing machine vision methods are difficult to accurately identify shadow occlusion and gravel accumulation roads. A VMA-UNet network for road recognition of UAV images in mining areas is proposed,which replaces the original U-Net backbone network with VGG16,and combines polarization multi-scale feature self-attention (PMFS) and channel space parallel attention (CSPA) mechanisms. The UAV was used to collect the road images of the mining area,which were divided into three types:unstructured,shaded and gravel accumulation roads. After CLAHE processing,they were labeled with Labelme to make multi-type road data sets and transfer learning was used to pre-train the model. Comparative experiments show that the CLAHE operation can significantly highlight the characteristics of different types of roads in the mining area,and the transfer learning makes the network converge faster and better adapt to the mining area road data in different scenarios. VMA-UNet performs well in various mining area road datasets. The accuracy,recall and average intersection-union ratio on the total dataset are 94. 8%,91. 29% and 80. 58%,respectively. The indexes are better than D-LinkNet,DeepLabV3+ and U-Net network models,which can accurately identify the edge of shadow occlusion and gravel accumulation roads,and effectively improve the recognition accuracy of multi-type roads in mining areas. 
    Research on Residual Life Prediction of Mine Belt Conveyor Motor Based on MSC-ECA-Transformer 
    DING Rong   QIU Chengpeng   WANG Shuai
    2025, 54(8):  150-157. 
    Asbtract ( 33 )   PDF (1743KB) ( 74 )  
    Related Articles | Metrics
    The residual life prediction of mining belt conveyor motor is one of the key technologies to ensure the safety of mine production. In view of the shortcomings of the existing prediction models in feature extraction,time series dependence modeling and computational complexity,the multi-source sensor system on the frequency conversion machine is used to collect the operation data of the mine belt conveyor motor,and the residual life prediction is carried out based on the MSC-ECA-Transformer model. The model embeds a multi-scale causal dilated convolution (MSC) and an efficient channel attention (ECA) module in the Transformer backbone network. The multi-level temporal feature extraction is constructed by MSC to solve the problem of insufficient multi-scale feature capture of the progressive degradation mode of the device by the traditional self-attention mechanism. At the same time,the ECA module is introduced to realize the dynamic weight distribution of the feature channel and enhance the saliency expression of the fault sensitive features. The experimental results show that the MSC-ECATransformer model has excellent prediction accuracy and stability. The mean absolute error (MAE) and root mean square error (RMSE) of the improved model are 0. 085 1 and 0. 091 8,respectively. Compared with the Transformer model,they are reduced by 34. 0% and 36. 2%,respectively,which provides technical support for the residual life prediction of mining motors. 
    Research on Flotation Foam Image Segmentation Method Based on SoftEdge Soft Edge Detection Model and Improved Watershed Algorithm 
    LU Caiwu ,   CAO Yue ,   LIU Di ,   JIANG Song ,   LI Guandong ,   ZHANG Zejia ,   ZHAO Xuyang
    2025, 54(8):  158-164. 
    Asbtract ( 37 )   PDF (3656KB) ( 65 )  
    Related Articles | Metrics
    In order to address the segmentation errors of the traditional watershed algorithm in flotation foam image segmentation,this study integrates the SoftEdge model with an improved watershed algorithm. First,Gaussian low-pass filtering is applied to denoise the foam images. Then,the SoftEdge model is used to extract soft edges,thereby reducing the interference of light noise in edge detection. Subsequently,a watershed algorithm optimized with foreground-background markers is adopted. By accurately extracting these markers,the algorithm performs segmentation only within predefined regions,which significantly reduces segmentation errors. The results demonstrate that this method avoids reliance on prior knowledge and complex parameter settings,while substantially improving segmentation accuracy. 
    Research Status and Prospect of Impact Airflow and Induced Dust Control in Chute Unloading 
    CHANG Deqiang   SUN Zhaobin   HE Weidong   LIN Xiuli   WANG Junjie   LIU Jingxian
    2025, 54(8):  165-174. 
    Asbtract ( 37 )   PDF (1502KB) ( 87 )  
    Related Articles | Metrics
    Dust diffusion induced by high-speed impact airflow during chute unloading is one of the main threats to environmental pollution and occupational health in underground operation of metal mines. The formation mechanism of the impact airflow of chute unloading and its synergistic movement law with dust are systematically sorted out. The principles and applicability of six mainstream dust control technologies,including closed dust control,pressure relief well partial pressure,spray dust reduction,ventilation dust removal,foam dust reduction and dust collector dust removal,are summarized. The research shows that although the existing technology can effec-tively alleviate dust pollution,due to the limitation of chute structure,some dust reduction methods are difficult to apply,and there are bottleneck problems such as limited air flow control measures,low nozzle reliability,high energy consumption of dust collector,frequent equipment maintenance and insufficient coordinated control of air flow and dust. In particular,there is a lack of systematic research on the mechanism of airflow-dust coupling. In view of the current bottleneck problems,the future research directions are put forward,such as deepening the theoretical and experimental research of multi-factor coupling,optimizing the section size of chute and the angle and length of branch chute,developing efficient airflow control technology,developing dust reduction technology and equipment in line with the characteristics of ore dust unloading in chute,and constructing a multi-coordinated control system of " airflow unloading-closed isolation-dust purification" . Through the above research and practice,it is expected to further improve the level of chute dust control and create a healthier and safer working environment for mine workers. 
    Defect Assessment of GFRP Anchor Based on Time Reversal Method and Deep Learning 
    BAI Yixuan   LIU Yang ,   CHEN Wenchao   HU Nanyan   LÜ Yafei
    2025, 54(8):  175-183. 
    Asbtract ( 23 )   PDF (3900KB) ( 61 )  
    Related Articles | Metrics
    Aiming at the problem that the glass fiber reinforced plastic (GFRP) anchor rod body is prone to shear failure and difficult to detect,a GFRP anchor rod body defect evaluation method based on time inversion method and deep learning is proposed to achieve accurate identification and quantitative evaluation of defects. Based on COMSOL numerical simulation and laboratory similar test,the time inversion method is used to detect the GFRP anchor anchorage structure with different defects, and the focusing signal is obtained. The results show that the focused signal waveform changes little with the rod defect,and the signal waveform coincidence degree is high. The amplitude of the focused signal decreases with the increase of the defect degree of the rod body. The time-frequency diagram of the focused signal obtained by the test is generated by wavelet transform,which is used as the input of the convolutional neural network (CNN)-support vector machine (SVM) model,and the defect degree of the GFRP anchor bolt body is used as the output to construct the defect evaluation model. The model training results show that the evaluation accuracy of GFRP anchor bolt rod defects reaches 100%. The method proposed in this paper can realize the rapid and accurate evaluation of the defect degree of GFRP anchor,which provides an important theoretical basis and technical support for the defect detection of GFRP anchor. 
    Study on Co-evolution of Energy System of Mining Surrounding Rock and Construction of Impact Reduction Evaluation System for Toughness Regulation 
    ZHANG Shuai ,   LAI Xingping ,   CAO Jiantao ,   XIN Chang   ZHANG Wen
    2025, 54(8):  184-192. 
    Asbtract ( 36 )   PDF (2131KB) ( 90 )  
    Related Articles | Metrics
    At present,the formation mechanism of rock burst based on the theory of energy conversion is widely accepted by many scholars. By studying the response law of the whole process of energy evolution of different modification control measures,it can provide an effective way for targeted research on the mechanism of regulation and control,and then put forward the adaptive control method. Firstly,the theoretical basis of energy evolution in the whole process of cross-scale correlation between indoor test and field surrounding rock is constructed. Secondly,combined with the commonly used water injection softening and drilling pressure relief prevention methods,following the simplified logic of the project and transitioning to the laboratory level, the regulation linkage response mechanism is revealed. Finally,considering the synergy between the energy evolution law of coal rock and the energy regulation system,the concept of toughness is introduced to establish a new method of energy regulation and reduction,and combined with case analysis. The results show that:① The stress-strain curve and energy evolution curve of the bearing specimen have significant common characteristics,which have experienced five stages:initial compaction,elastic deformation,plastic deformation,yield failure and late failure. Both water injection pressure relief and drilling pressure relief can significantly affect the mechanical parameters of the samples. Compared with the completely dry samples,the average peak strength of the natural and saturated samples decreased by 28. 7% and 34. 4%,respectively. The average peak strain decreased by 21. 5% and 19. 0%,respectively. Compared with the natural intact sample,the average peak strength of the small aperture and large aperture samples decreased by 13. 1% and 24. 8%,respectively,and the average peak strain decreased by 5. 0% and increased by 226. 1%,respectively. ② The energy system of mining surrounding rock can be regarded as a whole system with load (stress) and structure (strain) as synergistic variables,and its evolution in the mining process follows the law of energy conservation. The instability and catastrophe of deep coal and rock mass is essentially the result of the imbalance of system energy evolution. ③ The stage characteristics of the rock burst disaster process are clarified,and an adaptive energy control strategy is proposed for the energy response differences of different control measures. The ′four-factor′ energy regulation evaluation model and toughness regulation system can effectively realize the controllable transformation of surrounding rock energy,and provide theoretical basis and technical support for the prevention and control project of ductile rock burst. 
    Feasibility Analysis of Underground Space Utilization for Compressed Air Energy Storage in Abandoned Mine 
    LIU Shiqi ,   WANG Huanling   ZHOU Yong   CHENG Zhichao   CHI Mingbo
    2025, 54(8):  193-200. 
    Asbtract ( 33 )   PDF (3088KB) ( 88 )  
    Related Articles | Metrics
    The comprehensive development and utilization of abandoned mines is an important part of achieving the goal of ′double carbon′,and the optimization and transformation of underground space for underground gas storage is an important technical way to achieve this goal. Based on an abandoned gypsum mine,the feasibility of underground gas storage construction is verified by theoretical analysis,numerical simulation and other technical means. The results show that the combined support form of ′steel lining + surrounding rock′ can make the surrounding rock give full play to its own pressure-bearing effect and improve the support performance. When the thickness of the steel lining is 30 mm and the gas storage pressure is 6. 5 MPa,the deformation of the surrounding rock under the action of the steel lining is reduced from 1. 47 cm to 1. 18 cm. Compared with the high gas storage pressure (8. 0 MPa),the smaller gas storage pressure (6. 5 MPa) makes the Mises stress of the steel lining within the allowable stress range,and the length of the roadway exceeding the allowable stress only accounts for 12. 25%. The optimization scheme of ideal gas storage is designed,and the joint bearing design concept of ′lining + steel lining + surrounding rock′ is put forward. The original chamber type is improved,and the optimized gas storage effect is verified by the round table theory and the finite element method. The proposal and verification of the technical scheme can greatly reduce the site selection requirements of the gas storage for the stability of the surrounding rock and the geological structure of the mining area,effectively improve the stress environment of the surrounding rock,and provide new ideas for the development of compressed air energy storage technology in abandoned mines. It has the potential for large-scale application. 
    Effect of Co-sintering of Contaminated Soil and Fly Ash on the Stabilization of Heavy Metals 
    ZENG Wu ,   DONG Shuyu   YANG Ruzhu   SONG Shuxiang   ZHAO Zhili   LI Yaohuang   CHEN Jiyuan   KE Guopeng   LIU Jingyong
    2025, 54(8):  201-208. 
    Asbtract ( 23 )   PDF (2945KB) ( 57 )  
    Related Articles | Metrics
    The co-sintering of heavy metal-contaminated soil with fly ash for ceramsite production enables synergistic treatment and resource utilization of both solid wastes. This study investigated different contaminated soil-to-fly ash ratios and sintering parameters, focusing on heavy metal immobilization efficiency. Results showed elevated nickel ( Ni), manganese (Mn),zinc (Zn),chromium (Cr),and copper (Cu) levels in contaminated soil,while fly ash contained higher concentrations of zinc (Zn),lead (Pb),and cadmium (Cd). The optimal mass ratio of contaminated soil,incineration fly ash,sodium silicate and borax is 75 ∶10 ∶5 ∶10 (D1 scheme) and 80 ∶5 ∶5 ∶10 (D2 scheme),with scheme D2 ( preheating at 400 ℃ ,sintering at 1 100 ℃ ) demonstrating superior heavy metal immobilization. Across sintering temperatures,both schemes achieved fixation rates below 15% for volatile heavy metals Cd and Pb,30%-60% for Cu and Zn,and exceeded 80% for non-volatile heavy metals Cr,Ni and Mn. Especially in the D2 scheme,the fixation rates of Cr,Ni and Mn exceed 85%. Ceramsite products from both schemes complied with leaching concentration limits specified in the Technical Guidelines for Pollution Prevention of Solid Waste Recycling (HJ 1091—2020). 
     Green Synthesis and Dust Suppression Mechanism of Molasses-based Foam Dust Suppressant 
    MA Hongtao   GUAN Yantai   LIU Jianfeng   ZHI Rongzhen   SUN Fengrong   GUO Kun   WANG Jie   ZI Wei   YAO Chuanping   ZHAO Xinyi   ZHAO Mengrou ,
    2025, 54(8):  209-217. 
    Asbtract ( 23 )   PDF (2477KB) ( 76 )  
    Related Articles | Metrics
    In order to prevent and control issues such as pneumoconiosis and air pollution caused by coal dust,following the principle of " controlling dust with waste" ,a molasses-based foam dust suppressant was prepared using molasses,a by-product of the sugar industry. The molasses-based foam dust suppressant (TM-CMCS / RC) was obtained through mechanical stirring and foaming after adding carboxymethyl chitosan (CMCS) as water-retaining agent,rhamnolipid (RL) as wetting agent, and cocamidopropyl betaine (CAPB) as foaming agent to the binder molasses solution (TM). The orthogonal experiment was used to optimize the ratio,the performance was tested by experiments such as contact angle,solidified layer hardness,and dust suppression efficiency,the structure was analyzed by characterization methods such as FT-IR,SEM,and thermogravimetry,and molecular dynamics simulation was carried out using Materials Studio software. The experimental results showed that after treatment with the dust suppressant,the hydroxyl content on the surface of the coal sample increases,and the hydrophilicity is enhanced. The gaps and cracks between coal dust are filled,forming a dense solidified layer. The dust suppressant has good thermal stability,and its internal structure remains stable in the extreme environment of open-pit coal mines. The contact angle of the dust suppressant is 35. 28°,indicating good wettability. The compressive strength of the solidified layer reaches 53. 56 kPa, which can effectively resist wind erosion. When the wind speed is 12 m/ s,the dust fixation rate is still over 90%,and the dust suppression effect is significantly better than that of other comparative samples,meeting the actual requirements of coal dust control in open-pit coal mines. The results of molecular dynamics simulation showed that compared with the water/ coal system, the thickness of the adsorption layer at the coal-water interface in the dust suppressant / coal system increases by 4×10 -10 m, and the diffusion coefficient D of water decreases,indicating that the dust suppressant enhances the wetting and adsorption ability to coal molecules. The dust suppressant is environmentally friendly,biodegradable,and easy to prepare,making it highly significant for coal dust control and the sustainable development of coal mining. 
    Research on Polymer Membrane Materials for Efficient Coordinated Capture of Multiphase Pollutants 
    LI Mingli   WANG Shaozhen   LI Xiang   ZHANG Yifan   YIN Yuan   LIU Jin   WANG Cunmin   ZHANG Mingming   XU Huan
    2025, 54(8):  218-226. 
    Asbtract ( 27 )   PDF (2899KB) ( 61 )  
    Related Articles | Metrics
    The coal-mine-dominated energy structure and intensive mining operations inevitably result in co-source emissions of harmful particulate matter (PM) and greenhouse gases (CO2 ),posing severe threats to the climatic environment and the safety of miners′ lives. Traditional porous adsorbents have attracted significant attention in the field of synergistic capture of harmful particulates and gases,owing to their advantages such as facile operation,low adsorption heat,and easy regenerability. However,the inherent “ trade-off” effect between adsorption capacity and mass transfer resistance,coupled with the low gas permeability of powdered adsorbents after processing and shaping,severely restricts their industrial application scope and prospects. In this study,a “ bottom-up” strategy was employed to achieve efficient carbon-carbon covalent bonding between fluorene-based functional building blocks and 1,3,5-triethynylbenzene structural units via cross-coupling reactions,enabling the one-pot synthesis of monolithic conjugated microporous polymer adsorbents (D-CMPs) with uniform pore structures,flexible processability,and environmental tolerance. D-CMPs,featuring rigid aromatic π-conjugated backbones,exhibit excellent structural and functional stability under prolonged high-humidity conditions,with capture efficiencies exceeding 99. 79% for PM0. 3 and 99. 98% for PM2. 5 . Furthermore,the “slip effect” induced by the open 3D hierarchical porous structure of D-CMPs significantly enhances gas flow dispersion and improves gas throughput (with a minimum permeation resistance of only 17 Pa). Benefiting from their continuous and uniform hierarchical porosity and the full exposure of fluorene-based functional sites,D-CMPs demonstrate favorable CO2 adsorption and sequestration performance. At a pressure of 1. 0×10 5 Pa and a temperature of 273. 15 K,the CO2 adsorption capacity reaches as high as 2. 59 mmol / g. Prior to the widespread adoption of low-carbon and clean energy technologies,porous solid materials with excellent structural stability,tunable porosity,environmental tolerance,and high adsorption capacity will emerge as promising candidates for the purification of mine operation environments. 
    Control of Hidden Fault Structures on the Orebodies and Prospecting Prediction of Aijingshan Strontium Deposit in Lishui,Jiangsu
    LIU Xinguang   LU Zhenyun   LIU Wenyu   FAN Feipeng   YANG Xianzhong   LUO Guangxin   WU Zhengbing
    2025, 54(8):  227-235. 
    Asbtract ( 16 )   PDF (5461KB) ( 93 )  
    Related Articles | Metrics
    The Aijingshan strontium deposit in Lishui District,Nanjing City is the only strontium deposit currently being mined in Lishui Volcanic Basin of the Middle and Lower Reaches of the Yangtze River Metallogenic Belt. The Sr Ⅱ veinshaped orebody is the main orebody of the deposit. In actual exploration and mining processes,it has been found that the distribution characteristics of Sr Ⅱ orebody is sometimes inconsistent with exploration data,which restricts the layout of exploration engineering and mining progress. Taking the being mined -230 m section of the deposit as an example and combined with the relevant investigation results of the distribution of hidden fault structures,the structural characteristics,attributes,and formation sequence,as well as the control of the structures on the orebody are analyzed in the paper. It is believed that the early NW oriented F2 and F7 fault structures in the ore district were not only ore-guiding structures,but also ore-controlling structures,and separately control the lower and upper boundaries of the orebody. Affected by multiple periods of regional tectonic activity,near EW trending thrust,compressive or translational fault structures derived from NW trending fault structures are main fault structures that cause the swelling and shrinking,branching and recombination,and pinching out and reappear of the formed orebody,which are ore-breaking structures. The NE open fault structures derived from NW trending fault structures with a small scale have minimal damage to the orebody. Based on the changes in geological characteristics of wall rocks and orebodies,as well as the hidden structural control laws mentioned above,significant progress has been made in the exploration practice. Strengthening the analysis of the hidden fault structural control laws would have an important significance for effectively improving the prospecting prediction. 
    Study on Surface Deformation Law of an Expansive Soil Channel Section in the Middle Route of South-to-North Water Transfer Project Based on PS-InSAR Technology
    FENG Dang ,   LIU Xianlin   KANG Jingwei   LIU Wenkai   HU Qingfeng   ZOU Genzhong   WANG Peng
    2025, 54(8):  236-243. 
    Asbtract ( 28 )   PDF (7589KB) ( 69 )  
    Related Articles | Metrics
    To reveal the surface deformation law of a certain expansive soil canal section in the middle route of the Southto-North Water Diversion Project,based on the PS-InSAR technology,22 scenes of ascending and descending TerraSAR-X images covering the study area from June 2020 to February 2021 were used,and the multi-track time-series InSAR method was adopted to study the surface deformation law of a certain expansive soil canal section in the middle route of the South-to-North Water Diversion Project. This method not only can conduct all-round monitoring of the study area in a planar area,but also can reveal the temporal characteristics of deformation in the monitoring area,effectively making up for the deficiency of traditional leveling or GNSS monitoring methods that can only achieve single-point monitoring. The two-dimensional surface deformation evolution characteristics of the canal section in the study area from June 2020 to February 2021 were obtained,and the temporal and spatial distribution characteristics of surface deformation were analyzed and extracted. The results show that the average annual subsidence deformation rate of the canal section in the study area during the monitoring period is -25 to 20 mm/ a;among them,the deep-cut canal section shows a lifting trend,with an average annual deformation rate of 20 mm/ a,and the high-fill canal section shows a subsidence trend,with an average annual deformation rate of -25 mm/ a. Combined with the engineering geological conditions of the study area,it can be known that the main reason for the lifting of the deep-cut canal section in the study area is the expansion of expansive soil when it meets water;the main reason for the subsidence of the high-fill canal section is that the slope in this canal section is relatively steep. Under the combined action of the expansion of expansive soil when it meets water and the slope sliding,the sliding of the canal slope downward plays a major role,thus presenting different deformation trends. 
    Integrated Method for Subsidence Monitoring and Prediction in Mountain Area Based on Airborne LiDAR 
    XU Dayong ,   WANG Lei ,   WEI Tao ,   CHI Shenshen ,   CHEN Yuanfei ,
    2025, 54(8):  244-252. 
    Asbtract ( 34 )   PDF (5129KB) ( 96 )  
    Related Articles | Metrics
    Accurately monitoring and predicting the surface movement and deformation caused by coal mining in mountainous areas is an important means to prevent damage to buildings a nd structures,landslides,and collapses in mountainous areas. In response to the existing difficulty in achieving integrated detection and prediction for subsidence in mountainous mining areas,which leads to low monitoring efficiency and the inability to achieve efficient prediction of monitoring results,this paper organically integrates the grid method,C2C algorithm,and moving window traversal method based on the echo characteristics of airborne LiDAR,and proposes an integrated method for subsidence monitoring and prediction in mountainous areas based on airborne LiDAR. This method consists of two parts:monitoring and prediction,and realizes a process-oriented operation integrating data collection,point cloud extraction,and parameter calculation. Taking a typical mountainous terrain in a certain mining area in Shanxi as an example,the feasibility of this method is explored. The study results show that this algorithm can achieve high-precision surface monitoring. Compared with the actual measurement data of leveling,the cumulative mean error does not exceed 40 mm,and the overall error is better than 5%. At the same time,it can quickly calculate a large number of surface characteristic parameters required for the subsidence prediction model in mountainous mining areas,which has a good reference significance for subsidence monitoring and prediction in mountainous areas.
    Complex Mountainous Terrain Modeling Method by Integrating 3D Laser Point Clouds and BIM 
    ZHEN Bo   FAN Xuhong   GE Wenhui
    2025, 54(8):  253-259. 
    Asbtract ( 39 )   PDF (1917KB) ( 55 )  
    Related Articles | Metrics
    The complex terrain features and variable environmental conditions pose numerous challenges to the accuracy and efficiency of traditional terrain mapping methods. This paper proposes a complex mountain terrain modeling method that integrates 3D laser point cloud and BIM,aiming to enhance the accuracy,completeness and processing efficiency of terrain modeling. Firstly,the 3D laser point cloud data is preprocessed to ensure data quality and processing efficiency. Then,based on the geometric and semantic information of the BIM model,it is spatially aligned and information fused with the point cloud data to form a complete terrain and building integrated model. In the terrain reconstruction stage,the Delaunay triangulation algorithm is used to generate the initial terrain mesh,and the mesh is optimized by combining the building boundary information in the BIM model to ensure the spatial consistency and detail accuracy of the terrain model and buildings. Finally,the Laplacian smoothing algorithm is used to optimize the terrain surface to enhance the detail expressiveness of the model. The experimental results show that the proposed method significantly outperforms the traditional 3D point cloud method in terms of accuracy,with the average error reduced by 47%,the root mean square error (RMSE) reduced by 44%,and the maximum error reduced by 50%. At the same time,the modeling time is shortened by 75%,greatly improving the modeling efficiency,and shows higher detail accuracy at the junction of complex terrain and buildings. 
    Research Status and Mechanism Analysis of High-value Utilization of BIF Type Iron Tailings
    LIU Bolei   HUANG Fei   SUN Xueyan   GAO Wenyuan   MO Xiaoyang   WEN Xinyu   CHANG Zhuoya   LI Yu
    2025, 54(8):  260-271. 
    Asbtract ( 33 )   PDF (2516KB) ( 418 )  
    Related Articles | Metrics
    BIF-type iron tailings represent a typical category of iron tailings in China,characterized by high silicon content,low iron content,large reserves,and significant comprehensive utilization value. Currently,they are widely applied in the construction materials sector,yet such utilization falls far short of meeting the demand for resource recovery from the vast accumulation of tailings. In order to promote the high-value utilization of this type of iron tailings,this paper first briefly outlines the properties and utilization trends of BIF-type iron tailings. It then focuses on three key areas of high-value utilization:mineralbased materials,porous materials,and 3D printing materials. The high-value utilization approaches are further categorized into ambient temperature processing,activation processing,and sintering processing. Mechanistic analyses of high-value utilization are provided for each category. Finally,critical factors influencing practical applications are summarized,offering a reference for advancing the high-value utilization of BIF-type iron tailings. 
    Research Progress and Performance Evaluation of Iron Tailings Asphalt Mixtures 
    YAN Hao   GAO Zike   CHAO Xianlei   ZHAO Wei   WANG Chaohui
    2025, 54(8):  272-280. 
    Asbtract ( 25 )   PDF (1817KB) ( 58 )  
    Related Articles | Metrics
    In order to make the designed of the iron tailings asphalt mixture composition more reasonable and improve the application level of iron tailings in asphalt mixtures,the relevant technical specifications of iron tailings sand were compared, the research status of the material composition of iron tailings asphalt mixtures was clarified,and the effects of factors such as asphalt type,iron tailings dosage and particle size,and admixtures on the performance of asphalt mixtures were investigated. The results showed that when the particle size of iron tailings sand is 0-0. 075 mm,the recommended dosage is 40%-60%; When the particle size is 0. 075-4. 75 mm,the recommended dosage is 26%-50%. The larger the particle size range of iron tailings sand,the more obvious its influence on the road performance of asphalt mixtures. The smaller the particle size and the larger the dosage of iron tailings,the better the self-healing performance of iron tailings asphalt mixtures. The high and low temperature characteristics of iron tailings asphalt mixtures are both improved compared with ordinary asphalt mixtures,and the problem of insufficient water stability of iron tailings after appropriate modification can be improved. Although there are many research results on iron tailings asphalt mixtures at present,the composition research of iron tailings asphalt mixtures for complex service scenarios still needs to be strengthened. 
    Strength Mechanism Study of a Novel Solid Waste-Based Binder for Cementing Ultra-Fine Tailings Backfill
    REN Biqi  WAN Xiaojun  XIANG Junchen  LI Wenrun  SUN Xiaogang  QIU Jingping
    2025, 54(8):  281-288. 
    Asbtract ( 34 )   PDF (3038KB) ( 74 )  
    Related Articles | Metrics
    In order to enhance the mechanical properties of ultra-fine tailing backfill and reduce the cost of filling minedout areas,a novel solid waste-based binder was developed as a cost-effective alternative to cement. The effects of this new binder and cement on the flowability of backfill slurry and the strength performance of backfill were comparatively analyzed through macroscopic experiments and microstructure characterization. The strength mechanism of the novel binder was also investigated. The results indicated that the slurry prepared with the novel binder exhibited less bleeding and better liquidity compared to cement slurry,with a slump increase of 7. 27%-12. 21% under the same mix proportions. The liquidity of both slurry decreased with increasing binder-to-tailings ratio. The compressive strength of the backfill prepared with the novel binder was significantly higher than that of cement backfill,with an improvement of 24. 497%-138. 931%. The strength of both backfill positively correlated with the binder-to-tailings ratio and curing age. The novel binder produced more hydration products ( C- S -H and AFt),reduced porosity,and formed a denser matrix,effectively improving the strength of the backfill compared to cement. These findings provide critical theoretical insights and practical guidance for the application of novel solid waste-based binders in reinforcing ultra-fine tailings backfill. 
    Effect of Steel Slag / Gangue Powder on Road Performance of Asphalt Mixtures
    2025, 54(8):  289-297. 
    Asbtract ( 30 )   PDF (2060KB) ( 70 )  
    Related Articles | Metrics
    In order to provide a scientific basis for the promotion and application of steel slag powder and coal gangue powder in asphalt mixtures,high-temperature rutting,water immersion Marshall,freeze-thaw splitting,and low-temperature bending tests were conducted to investigate the effects of different addition dosage (0%,25%,50%,75%,100%) of steel slag powder and coal gangue powder on the performance of SMA-13 asphalt mixtures,and SEM and XRD analyses were used to reveal the strength formation mechanisms. The results indicated that the physical and mechanical properties of the asphalt mixture (void ratio,stability,flow value) all show an upward trend with increasing steel slag powder and coal gangue powder content; As the content of steel slag powder and coal gangue powder increases,the high-temperature stability of SMA-13 asphalt mixture first improves and then slightly decreases. When the content reaches 75%,the high-temperature stability is optimal,with the dynamic stability improving by 25. 7 percentage points;Increasing the content of coal gangue powder or steel slag powder in the mixture gradually improves the water stability of SMA-13 asphalt mixture,but the low-temperature crack resistance slightly decreases;At a 100% content,the residual stability and residual strength ratios of the asphalt mixture increased by approximately 4. 5 percentage points and 5. 5 percentage points,respectively,while the maximum failure strain decreased from 2 861 με to 2 721 με,but still met the current standard requirement of failure strain ≥2 000 με. Microscopic characterization confirms that the improvement in mixture performance attributed to steel slag / coal gangue powder stems from its unique microscopic morphology,active chemical components,and optimized mineral composition. These factors collectively enhance the bonding performance at the asphalt-aggregate interface and the overall mechanical strength of the mixture. 
    Study on Strength Characteristics and Microscopic Mechanism of Slag and Calcium Carbide Slag Composite Improvement of Coastal Saline Soil 
    TANG Yuzi  ZHANG Peng  LIU Ming  ZHANG Qingyun  SUN Jian  ZHAO Xu
    2025, 54(8):  298-305. 
    Asbtract ( 31 )   PDF (2936KB) ( 59 )  
    Related Articles | Metrics
    Saline soil is widely distributed and highly salinized in the coastal areas of China,so it is difficult to be directly used in the construction of roadbed fillers. Using calcium carbide slag as composite geopolymer curing agent (CSG),the strength characteristics and enhanced curing mechanism of improved coastal saline soil were studied under the excitation of NaOH and sodium silicate alkali. Taking the unconfined compressive strength as the test index,the curing effect of modified saline soil and soil-cement was compared in freezing and salt environment. The results showed that the 28 d unconfined compressive strength of solidified saline soil is 3. 47 MPa,which is 8. 8% higher than that of solidified soil with the same amount of cement. After 10 freeze-thaw cycles,the strength of soil-cement is only 66. 7% of that of CSG soil,and CSG solidified soil has better freeze-resistance. The minimum strength of the solidified soil after salt solution erosion can reach 2. 21 MPa,and the strength decline is smaller than that of cement soil,and the effect of CSG on salt fixation is better. X-ray diffraction (XRD) and scanning electron microscopy ( SEM ) found that C - ( A ) - S - H gel, ettringite ( AFt ) and Friedel salt (3CaO·Al 2O3·CaCl 2·10H2O) were formed in the hydration process of CSG solidified saline soil,and a large amount of cementation materials were filled in the surface or gaps of soil particles. The hydration products interweave and bond to improve the strength of solidified soil. This study provides ideas for engineering construction and resource utilization of solid waste in coastal saline soil area. 
    Experimental Study on Mechanical Properties of Fly Ash Modified Iron Tailings Sand for Subgrade Filling
    ZHANG Hao   DI Guoqing   TANG Jinsong ,   FENG Wanda   LOU Guochong ,
    2025, 54(8):  306-314. 
    Asbtract ( 34 )   PDF (2823KB) ( 72 )  
    Related Articles | Metrics
    To optimize the mechanical properties of iron tailings sand and enhance its deviatoric stress and deformation modulus,the approach of external addition of fly ash along with curing was employed for improvement. Through conventional triaxial compression tests,the enhancement effects of different fly ash dosages and curing ages on the shear strength and deformation modulus of the specimens were investigated. The influences of fly ash dosage on the microstructure of the specimens and the effects of curing age on the composition variations of the specimens were explored via scanning electron microscopetests and X-ray diffraction tests. The intrinsic mechanisms of these changes on the mechanical properties were analyzed. The results indicate that as the fly ash dosage increases,the deviatoric stress and deformation modulus of the specimens initially increase and subsequently decrease,reaching the maximum when the fly ash dosage is 25%. As the fly ash dosage rises,the cohesion of the specimens significantly increases,while the internal friction angle gradually reduces. Through microscopic tests,it is evident that fly ash can effectively fill the pores between iron tailings sand particles,making the specimens more compact. Moreover,the fly ash within the specimens reacts with water to generate amorphous gels,hydrated calcium silicate gel and calcium carbonate after reacting with water. And after the sample is cured,the mechanical properties of the sample can be improved. Comprehensively considering the performance improvement effect of fly ash modified iron tailings sand,25% fly ash is used to improve and maintain the best effect. 
    The Effect of Calcined Dolomite-sludge on the Strength and Deformation of Cement-based Materials for Hybrid Girder Bridges
    SHANG Xueren   WANG Wenke   TANG Liang   ZHAI Xiaoliang
    2025, 54(8):  315-320. 
    Asbtract ( 37 )   PDF (1918KB) ( 65 )  
    Related Articles | Metrics
    In order to effectively inhibit the shrinkage of concrete for hybrid girder bridges,a new admixture of cementbased materials for hybrid girder bridges was developed. Calcined dolomite-sludge was prepared by calcining dolomite and sludge at 800 ℃ for 0. 5 h after mixing them at mass ratios of 1 ∶2,1 ∶1 and 2 ∶1,respectively. The effects of calcined dolomitesludge on the hydration reaction,mechanical properties and volume stability of composite cement were analyzed,and the influence mechanism was clarified by analyzing the product composition of composite cement paste. The results show that calcined dolomite-sludge can delay the hydration exothermic reaction of composite cement,reduce the early strength,but improve the later strength. Moreover,when the ratio of dolomite to sludge in calcined dolomite-sludge is 1 ∶2,the strength of composite cement mortar is the highest at 60 d. The metakaolin in the calcined dolomite-sludge composition has pozzolanic activity, and the CaCO3 and dolomite in the mineral composition also react with the tricalcium aluminate in the cement to form carbon aluminate,thereby improving the strength. The hydration of magnesium oxide in calcined dolomite-sludge also causes the expansion of composite cement.