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    15 November 2023, Volume 52 Issue 11
    Research Progress and Prospect on the Intercalation and Exfoliation Technology of Kaolin
    FU Liangjie, QU Yuxin, FAN Dikang, YANG Huaming
    2023, 52(11):  1-15. 
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    Intercalation and exfoliation can greatly improve the diameter to thickness ratio,specific surface area and other product specifications of kaolin. It is a key technology for high-end applications of kaolin in biomedicine,rubber,coating,adsorption,catalysis and other fields,and has very important significance for the high quality utilization of kaolin mineral resources. This paper mainly summarizes the research progress of kaolin intercalation and exfoliation at home and abroad in recent years. The influences of intercalation agent type,kaolin origin and intercalation reaction conditions ( temperature,water content and time) on kaolin interlayer spacing and intercalation rate were analyzed. The influences of intercalation technologies such as assisted intercalation and multiple intercalation replacement on kaolin interlayer spacing and intercalation rate are expounded. The influence laws of different process parameters on intercalation efficiency were analyzed,and the exfoliation technologies such as physical exfoliation,chemical exfoliation and physical and chemical exfoliation were described. The influences of exfoliation equipment and process parameters on the layer spacing,layer thickness,specific surface area,pore volume and morphology of kaolin from different producing areas were analyzed. Then,based on the research progress at home and abroad, the problems of intercalation and exfoliation technology,such as intercalation mechanism,intercalation agent pollution,low diameter to thickness ratio of kaolin and instability of nanosheets,were discussed in depth,and the future development direction of kaolin intercalation and stripping was prospected. The development and popularization of green and efficient intercalation exfoliation technology is of great significance to the production of high-end kaolin mineral powder and the development and utilization of high-performance materials in downstream industry.
    Research Progress of Mineral Materials for Proton Conductors of Fuel Cells
    LI Junsheng, HUANG Hongxin, YANG Yuanyuan, CHEN Jiaqi
    2023, 52(11):  16-33. 
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    As an important carrier of energy structure transformation,proton exchange membrane fuel cell is restricted by the development of electrolyte membrane in terms of its performance,life and cost. Inorganic proton conductors prepared from mineral materials are considered as ideal electrolyte materials because of their low cost and excellent performance compared with traditional polymer proton exchange membranes. However,the simultaneous realization of high proton conductivity and chemical stability in inorganic proton conductors is a challenging task. In this review,the proton conduction process in electrolytes,the conduction mechanism,and the determination of the conduction mechanism are discussed in detail,and the relationship between the structure of matter and proton conduction is clarified. Various inorganic electrolyte materials with proton conduction properties are discussed in detail,and improvement measures are proposed to overcome the inherent defects of various proton conductors. The rapid development of oxides as the main type of inorganic proton conductors plays a key role in promoting the widespread commercialization of fuel cells. Therefore,this review concludes with a three-pronged outlook on the development of oxide-based inorganic proton conductors:① Interfacial engineering,to study and optimize the structure and properties of oxide interfaces to improve proton transport rates;② Multifunctional composites,to combine oxides with other materials to form composites for better proton conductivity and densification;③ Development of new low-cost sintering technologies,to reduce the cost of non-conventional sintering technologies,such as discharge plasma sintering,microwave sintering,and other unconventional sintering technologies,by means such as the introduction of artificial intelligence and the development of new types of sintering media.
    Research Status and Progress of Coal Mine Gas Sensor Based on Metal Oxide Semiconductor
    CHEN Xiangxiang, LIU Tianhao, OUYANG Yunfei, HUANG Shiyi, ZHANG Chaoyang, LUO Shengwei, CHEN Runxuan, LIN Xiuhe
    2023, 52(11):  34-44. 
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    Coal mine gas is the main cause of safety accidents in China′s coal mines and related metal mines. Methane, as the main component of coal mine gas,can be effectively monitored and alerted in a timely manner using high-performance gas sensors,which can guarantee the safety of underground mining operations. Metal oxide semiconductor gas sensors have several advantages,including low cost,compact size,excellent stability and rapid response,as compared to alternative gas sensors such as electrochemical,gas chromatography,catalytic combustion and optical sensors. These advantages contribute to the extensive range of applications and promising prospects associated with MOS gas sensors. This paper introduces several common metal oxide semiconductor methane gas sensitive materials,analyzes their methane gas sensing principles and advantages,and concludes that morphology regulation,noble metal doping,and heterogeneous junction construction are the main three directions for enhancing metal oxide semiconductor gas sensor sensitivity performance. There is a need to further optimize the preparation around three gas-sensitive enhancement mechanisms such as surface resistance control,chemical sensitization and electronic sensitization. All in all,metal oxide semiconductor gas-sensitive materials research provides the foundation for developing highperformance gas sensors vital for helping guarantee mine safety and sustainable production.
    Research Status and Prospect of Steel Slag Mineralization for Carbon Dioxide Capture and Sequestration
    XIE Yuantao, FENG Xiaoxin
    2023, 52(11):  45-54. 
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    In recent ten years,the technology of CO2 capture and sequestration by mineralization of alkaline industrial solid wastes has been rapidly developed,and is considered as one of the effective technologies to utilize solid waste and mitigate global warming. Steel slag is a high-yield calcium-rich solid waste,which has excellent availability and economic value for CO2 capture and sequestration. This paper reviewed the methods of CO2 capture and sequestration ( CCS) with mineralization of steel slag,including direct mineralization and indirect mineralization methods. Firstly,the wet and dry methods of direct mineralization were analyzed,and it was found that the efficiency of wet mineralization was superior to that of dry mineralization. Factors such as reaction temperature,reaction time,steel slag particle size and liquid-solid ratio can all affect the diffusion of calcium and magnesium ions in steel slag and the reaction rate with CO2. The principle of improving the efficiency of wet mineralization at present can be basically attributed to promoting the mineralization reaction in the direction of positive reaction. Then, two important steps of the indirect mineralization method were analyzed,including ion leaching and carbon sequestration in leaching solution. It was believed that the carbon sequestration efficiency largely depends on the leaching rate of Ca2+ and Mg2+. The effects of strong acid and weak acid reaction conditions on ion leaching were summarized,as well as the process route and optimization methods of the CO2 capture and sequestration in leaching liquid. Finally,the future research directions in this field were prospected. For example,it is necessary to improve and perfect the thermodynamic and kinetic theoretical system of CO 2 capture and sequestration by steel slag. In order to realize the industrial development of this technology,it is necessary to carry out pilot research on large-scale industrialization and develop high-value application of carbonated steel slag.
    Status on Gas Sensing Properties of Semiconductor Materials Based on Substrate Interface Control
    YAN Chenghao, LU Rui, TANG Chao, LI Ang, BAI Jinzhou, ZHAO Sikai, SHEN Yanbai
    2023, 52(11):  55-66. 
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    The substrate interface plays a very important role in the crystal growth and gas sensing properties of gas sensing materials. It not only provides nucleation sites for the growth of crystals,but also controls the microstructural morphology of the sensing materials,thereby further affecting their gas sensing properties. This paper mainly summarizes the effects of conventional substrates such as silicon substrate,glass substrate,Al2O3 substrate,AAO substrate and clay mineral substrate on the growth characteristics and gas sensing properties of gas sensing materials. The structural characteristics of several substrates, the methods and properties of interface control,and the growth and characteristics of gas sensing materials were analyzed. The conventional substrates have relatively stable physical and chemical properties,which is beneficial to obtain gas sensing materials with high crystallinity,large specific surface area and excellent gas sensing properties. However,there are still some structural characteristics that are not conducive to material growth,such as smooth surface,lattice mismatch,low high-temperature resistance and poor acid / alkali resistance. Therefore,the interface control of the substrate in the material growth process is necessary to ameliorate defects and obtain gas sensing nanomaterials with superior performance. Clay mineral substrate can solve some problems existing in conventional substrate,but the structure and performance of substrate still need to be improved and optimized. Then,based on the research progress at home and abroad,the effects of interfacial control methods such as precious metal catalyst layer regulation,porosity treatment,seed layer pretreatment and binary composite preparation on the micro-morphology and gas sensitive properties of gas-sensing nanomaterials were discussed. The future development direction of gas-sensing nanomaterials prepared by substrate method was also prospected. The improvement and development of the substrate will improve the performance of gas-sensing nanomaterials and promote the application of semiconductor gas sensors in mines,which is of great significance to the green development of mining resources.
    Mechanism of Degradation of Hexachlorobenzene by Activating Aluminum Silicate Minerals using Mechanochemical Method
    HE Xiaoman, XU Xincheng, YAO Zhenzhen, ZHANG Qiwu, YANG Wei
    2023, 52(11):  67-73. 
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    In view of the long-term problem that hexachlorobenzene ( HCB) is difficult to degrade in soil, based on mechanochemical method,this study systematically investigated the degradation effect of aluminum silicate ( kaolin,muscovite and bentonite) in soil,and discussed the influence of milling speed,milling time and initial concentration of HCB on the degradation efficiency of HCB. When the concentration of HCB is 50 000 mg / kg,after 2 h ball milling at 600 r / min,the HCB removal ability of aluminoid silicate minerals is ranked as follows:kaolin,muscovite and bentonite. The removal rates of HCB by kaolin and muscovite are 90. 13% and 85. 72%,respectively,and the bentonite hardly degrades HCB. The removal rate of HCB increased with the increase of milling time and was positively correlated with the rotational speed. The decrease of the initial concentration of HCB is conducive to the degradation and dechlorination efficiency of HCB. When HCB is at a high concentration level of 50 000 mg / kg,the dechlorination efficiency of kaolin and muscovite is low;When HCB is at a low concentration level of 2 500 mg / kg,the dechlorination effect of kaolin and muscovite is improved,and the dechlorination effect of kaolin is better than that of muscovite. Using ESR to detect the free radical signal,it was found that kaolin produced high reactive oxygen species free radicals under mechanochemical action,while muscovite and bentonite did not produce free radicals. GC-MS was used to analyze the degradation intermediates of HCB. When kaolin was used as an additive,the free radicals generated caused C—Cl of HCB to fracture. After continuous dechlorination process,the stable structure of HCB was broken and a series of unstable Cl-containing intermediates were formed. In summary,aluminum silicate minerals can degrade HCB efficiently under mechanical and chemical action,and are cheap and easy to cause no secondary pollution,which has a wide range of application potential in the field of soil remediation.
    Preparation of Alkali Leaching Modified Serpentine Tailings Adsorption Material and Its Adsorption Performance for Copper Ions
    LIU Wenbao, DING Rui, LIU Wengang, LI Weichao, ZHANG Qin, SHEN Yanbai, LIU Ruizhe
    2023, 52(11):  74-80. 
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    In order to improve the removal efficiency of Cu2+ from serpentine leaching tailings (ALS) and realize the efficient removal of Cu2+ from wastewater,the study modified serpentine leaching tailings by alkali leaching,and explored the influence of modified serpentine leaching tailings (AALS) on Cu2+ removal performance in wastewater. The results showed that the optimum modification effect was obtained when the mass ratio of serpentine leaching tailings to sodium hydroxide was 1 ∶0. 12, the modification temperature was 30. 0℃ and the modification time was 90. 0 min. The mechanism of alkali modified serpentine leaching tailings was studied by means of BET,SEM,XRD and FTIR. The results showed that the specific surface area of serpentine leaching tailings was increased from 22. 62 m2 / g to 67. 19 m2 / g by alkali modification,and the structure of serpentine leaching tailings was eroded by alkali,which resulted in the exposure of more Si—O—Si and Si—O functional groups and enhanced the adsorption sites of Cu2+ on the particle surface. The optimum adsorption conditions of AALS for Cu2+ in solution are as follows:the amount of AALS is 0. 15 g,the adsorption time is 15. 0 min,the pH value of the solution is 5. 39,the adsorption capacity and the removal rate of Cu2+ in 50. 0 mL of 125. 0 mg / L Cu2+ solution are 40. 68 mg / g and 95. 27%,respectively. The adsorption kinetics fitting results show that the adsorption of Cu2+ on AALS is more suitable to be simulated by a quasi-secondorder kinetic model,which shows that Cu2+ is mainly chemisorbed on AALS surface. The desorption test shows that hydrochloric acid can not only regenerate the AALS,but also has a high adsorption rate for copper ions in the solution after repeated analytical regeneration. This study provides reference and guidance for the preparation of serpentine tailings modified materials and the adsorption treatment of heavy metal Cu2+ in solution.
    Adsorption Behavior and Mechanism of Phosphogypsum / Sulfur-fixing Ash Composite for Uranium (Ⅵ)
    XIA Xue, ZHOU Lei, YANG Guohui, LIAO Zhihui, NIE Xiaoqin, DONG Faqin
    2023, 52(11):  81-90. 
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    In order to reduce the accumulation of phosphogypsum ( PG) and sulfur-fixing ash ( SFA) in the environment,avoid the risks to the natural environment and minimize the environmental pollution,a new composite adsorption material of phosphogypsum / sulfur-fixing ash ( PG / SFA) was prepared by one-step high-temperature calcination method with PG and SFA as raw materials,and the uranium [ U( Ⅵ )] of PG / SFA was studied by batch static adsorption method. Based on the strong U(Ⅵ ) affinity of PG / SFA,the deep purification treatment of uranium mine water produced in the process of U( Ⅵ ) mining was studied. Finally,the adsorption mechanism of PG / SFA for U( Ⅵ ) was discussed by means of SEM,FTIR and XRD. The results show that the adsorption capacity of PG / SFA for U(Ⅵ) can reach 84. 6 mg / g under the conditions of pH of 6. 0,PG / SFA adsorbent dosage of 0. 02 g,adsorption time of 60 min,initial concentration of U(Ⅵ) of 125 mg / L and adsorption temperature of 40 ℃ . The adsorption of U(Ⅵ) by PG / SFA accords with pseudo-second-order kinetic model and Langmuir isothermal adsorption model. The coexistence of anions and cations (Ba2+,Sr2+,Ni2+,Ca2+,Cl-,NO- 3 ,CO23-,F- ) in water has little effect on the U(Ⅵ) adsorption performance of PG / SFA. In real uranium mine water,the removal rate of U(Ⅵ ) by PG / SFA can reach 99. 8%,the distribution coefficient (Kd) is as high as 1. 46×106 mL / g,and the effluent U(Ⅵ ) concentration is as low as 0. 003 mg / L. The adsorption mechanism of U(Ⅵ) by PG / SFA is mainly that Ca2+ and PO34- in PG / SFA react with UO2+ 2 by precipitation,and then autunite Ca( UO2 )2( PO4 )2· 3H2O mineral phase structure is formed on the surface of PG / SFA. Therefore,the utilization of industrial solid waste phosphogypsum and sulfur-fixing ash can be used as efficient adsorption materials for uranium mine water,thus achieving the goal of " treating waste with waste" .
    Establishment of Montmorillonite-based Artificial Cyanobacterial Biocrusts and Its Mechanism of Lead Fixation in Semi-arid Mining Area
    BI Yujing, ZHOU Keqiang, XIA Ling, SONG Shaoxian, ZHU Jiang, HU Yong
    2023, 52(11):  91-100. 
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    The goal of creating montmorillonite-based artificial algal crusts is to stabilize the topsoil layer,prevent surface erosion,fix the matrix lead,and avoid the threat of tailing lead leaching to ecological security. These artificial cyanobacterial biocrusts are being built in semi-arid lead mining areas because of the extreme environmental problems,such as water shortage,surface degradation,and lead pollution. In this work,lead-based sandy soil was covered with artificial algal crusts made of Microcoleus steenstruppi and montmorillonite (MT). The optimal input of montmorillonite to encourage the growth of cyanobacteria was achieved by studying the morphological changes of artificial cyanobacterial biocrusts and tracking the changes of biological markers of algal crusts. The capacity of artificial cyanobacterial biocrusts on matrix lead to fix lead and its detoxification process were investigated by the use of particle size,Zeta potential,SEM-EDS,lead chemical form,FTIR,and XRD analysis. The findings revealed that M500 had the highest development of cyanobacteria,with a substantially greater filament density than M 0. On day 62,M500,the best treatment group,had a chlorophyll a level that was 1. 9 times higher than M0. Cyanobacterial filaments,extracellular polymers,and montmorillonite can all include matrix lead. On day 62,M500,the best treatment group,had a chlorophyll a level that was 1. 9 times higher than M0. Cyanobacterial filaments,extracellular polymers and montmorillonite can all include matrix lead. On day 62,the ideal treatment group M500 had a total solid lead level of 231. 97 μg / cm2,which is 1. 2 times that of M 0. Montmorillonite encourages the transformation of unstable weak acid exchangeable and carbonate-bound lead compounds into more stable organic-bound and residual lead compounds during the lead fixation process. The transformation of matrix lead into extremely low solubility basic lead carbonate and basic lead phosphate is promoted by artificial cyanobacterial biocrusts,according to characterisation. Thus,the artificial cyanobacterial biocrusts based on montmorillonite increase their fixing effect on the matrix lead and achieve the body′s detoxifying impact by lowering the bioavailability of lead. This work discloses the lead fixation mechanism of artificial cyanobacterial biocrusts and offers for the first time a novel way for treating lead polluted soil utilizing clay type artificial cyanobacterial biocrusts. Additionally,it has significant theoretical and practical implications for the practice of green water and green mountain engineering. It offers a sustainable and scientific management technique for ecological restoration in semi-arid lead poisoned mining sites.
    Influence of Different Alkaline Agents on the Structure and Dechlorination Performance of MgAl-LDHs Synthesized
    YI Chunjian, LIU Shuxian, HUANG Hong, NIE Yimiao, WANG Ling, WANG Long
    2023, 52(11):  101-109. 
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    In order to obtain Mg-Al hydrotalcite with gread dechlorination performance,the effect of alkali source on the structure and dechlorination performance of Mg-Al hydrotalcite was studied. In this paper,LDHs-A and LDHs-B were synthesized by hydrothermal synthesis method using urea and sodium hydroxide as base sources and metal nitrate salt solution as precursor,respectively. XRD,SEM,BET and FTIR tests were used to analyze the effects of different base sources on the microstructure of Mg-Al hydrotalcite. The dechlorination properties and mechanism of two kinds of hydrotalcite were compared by chloride ion adsorption experiment. The results show that LDHs-A and LDHs-B have XRD peaks similar to hydrotalcite structure,with lamellar structure,grain sizes of 1 000~ 2 000 nm and 200~ 400 nm,and specific surface areas of 40. 804 m2 / g and 62. 609 m2 / g,respectively. The saturated adsorption capacities were 45. 41 mg / g and 78. 69 mg / g,respectively. LDHs-A is magnesium and aluminum hydrotalcite by carbonate intercalation and LDHs-B is magnesium and aluminum hydrotalcite by nitrate intercalation. LDHs-A conforms to the quasi-first-order kinetic model and Langmuir adsorption isothermal model,and the dechlorination mechanism is mainly single-layer physical adsorption;LDHs-B conforms to the quasi-second-order kinetic model and Langmuir adsorption isothermal model,and the dechlorination mechanism is mainly single-layer chemisorption.
    Preparation and Mechanism of Porous Spherical Nesquehonite Crystals Assisted by Glucan
    LI Jixun, WANG Yulian, LIU Jiayi, ZHANG Yifan, DENG Feng, GUAN Rui, LI Keqing, SU Junzhang, SUN Haoran, SU Desheng
    2023, 52(11):  110-117. 
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    In order to obtain the suitable process parameters for preparing porous magnesium carbonate trihydrate by aqueous solution,the effects of magnesium source,reaction temperature,reaction time,additive type and dosage on the phase composition and microstructure of the product were studied by XRD and SEM. The results showed that porous magnesium carbonate trihydrate crystals with an average diameter of 10 μm and good sphericity could be obtained with magnesium chloride as magnesium source,ammonium carbonate as carbon source,and 1% glucan added at the reaction temperature of 58 ℃ and reaction time of 200 min. The type and amount of additives have no effect on the phase composition of the product,but have a great effect on the morphology. The type of magnesium source and reaction temperature have significant influence on the phase composition and morphology of the product. The growth mechanism analysis showed that dextran formed a network structure in solution,and the [MgO6] octahedral growth unit reacted with the hydroxyl group on the dextran chain to form sheet crystals. At the same time,the network structure formed by the long chain of dextran acts as a limited template for the formation of porous spheres. The network structure makes the growth units of magnesium carbonate trihydrate grow along the direction of dextran chain,and finally forms porous spherical magnesium carbonate trihydrate crystals.
    Experimental Study on Forming of Electrothermal Building Plate Prepared from Multi-source Graphite Solid Waste
    TANG Shuanghu, REN Zijie, GAO Huimin, MA Junhui, YANG Yunping, LÜ Yang, LI Xiangguo
    2023, 52(11):  118-123. 
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    In order to solve the problem of comprehensive utilization of solid waste in graphite mines,the Luobei Yunshan graphite mining waste rock and spherical graphite tailings were used to replace standard sand in cement mortar to prepare electric heating boards. Under the conditions of 7. 41% content of spherical graphite tailings,7% content of stone powder,and complete replacement of standard sand by mining waste rock,the influence of the forming method and size of electric heating boards on their mechanical and electrical properties was explored. The results showed that the electric heating plate prepared by vibration compaction has high mechanical strength,with a flexural strength of 7. 48 MPa and a compressive strength of 26. 76 MPa. The electric heating plate prepared by spraying method has good electrical properties,with a volume resistivity of 1. 91 Ω· m. By using vibration compaction forming method and changing the size of the electric heating plate,the mechanical strength and volume resistivity of the thin plate are higher than those of the thick plate,with a flexural strength of 7. 48 MPa and a compressive strength of 35. 78 MPa. The final proportion of solid waste usage reaches 75. 6%,which can provide theoretical reference for the subsequent production of electric heating plates.
    Study on the Extraction Efficiency of Heavy Metals from the Bottom Mud of Mine Water Bodies by Chelating Agent
    NIYAZIHAN Zieryeke, ZOU Hang, CHENG Geli, LI Zhipeng, WAN Bo, HUANG Yongbing
    2023, 52(11):  124-129. 
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    In order to remove the heavy metals in bottom mud of mine water bodies non-pollutionally,three kinds of chelating agents namely EDTA,GLDA and MGDA,were used to extract heavy metals Cd,Cu and Ni under various conditions, while analyzing their underlying mechanisms. Experimental methods such as batch extraction and BCR extraction were used to compare and analyze the influence of EDTA,GLDA and MGDA,as well as different factors,on the efficiency of heavy metal extraction from mine water sediments. The results revealed that the optimal leaching time varied depending on the heavy metal element and the chelating agent used. pH was identified as the primary influencing factor for chelating agent efficiency in heavy metal extraction. Additionally,an increase in chelating agent concentration significantly improved the removal rate of heavy metals,with cumulative cyclic leaching resulting in a minimal improvement of less than 5% in heavy metal removal efficiency. The chelating agents facilitated the removal of heavy metals from mine water sediments by altering the speciation of heavy metals. Under ambient temperature conditions,the most suitable conditions for the three chelating agents were as follows:for EDTA, leaching time of 16 hours,pH = 4,n(EDTA) ∶n(HMs)= 6 ∶1,with two cycles of leaching;for GLDA,leaching time of 8 hours, pH = 4,n(GLDA) ∶n(HMs)= 4 ∶1,with three cycles of leaching;for MGDA,leaching time of 8 hours,pH = 4,n( MGDA) ∶n (HMs)= 6 ∶1,with three cycles of leaching. Under these optimal conditions,the removal rates for Cd from great to small were in the order EDTA,GLDA and MGDA,for Cu,MGDA,EDTA and GLDA,and for Ni,MGDA,GLDA and EDTA. Green chelating agents GLDA and MGDA demonstrated their potential to replace traditional chelating agent EDTA,offering improved costeffectiveness and environmental friendliness. Following treatment with Na2S,heavy metal recovery rates exceeding 95% were achieved,with the heavy metal content in the leachate meeting national discharge standards and thus suitable for direct disposal. The findings of this study provide valuable theoretical support for the application of chelating agents in the removal of heavy metal pollution from mine water sediments.
    Exploration of Green Mining Idea Based on the Roof-cutting and Pressure-relief Theory
    LI Junping, WANG Haiquan, LIU Fei
    2023, 52(11):  130-135. 
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    Water-retaining mining,subsidence reducing mining,waste rock and tailing filling were the core contents of green mining in non-coal underground mines. The review shows filling mining was the fundamental way to realize green mining, but filling mining was not only relatively high in cost,practice had shown that uneven settlement and high underground pressure of deep mining could also not be eliminated. In this paper,the green mining concept based on the top-cutting and pressure-relief theory is put forward,and these technical assumptions of green mining and safe mining of ore-body under various occurrence conditions are expounded. The research shows that cutting off the roof of a certain depth by controlled blasting and building up rock-fill dam supporting the roof,it can not only eliminate or transfer the high underground pressure,but also control the roof settlement by the rational distribution of this spring-like structure,it can also be used as an retaining wall for filling mining. In the steeply inclined forsaken stope,blasting loose rock is directly discharged into the unsolidified cemented filling body, which can not only greatly reduce the filling cost,but also improve the strength of the filling retaining wall. Green mining idea based on the theory of top-cutting and pressure-relief is the only way to realize safety,green mining and full mining of pillar.
    Analysis and Application of Roof Stability in Goaf Based on Plate and Shell Theory
    ZHAI Huichao, SUN Changkun, YU Yongchun, DONG Zhifu, WEI Xiaoming, FANG Lin
    2023, 52(11):  136-141. 
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    Aiming at the existing problems in D mining area of Jinchanghe Lead-zinc Mine,which included excessive consumption in main mining area,low grade of lead and zinc,amount of excavation work,difficulty in filling and the high cost, the mechanical model of plate and shell structure was established by applying the theory of elasticity to reveal two caving stages,analyse the initial falling height of goaf roof of 11~ 38 m,26~ 58 m and 41~ 87 m under different schemes,and calculate the following stable caving height reaching 1. 5~ 2. 0 times the span of goaf. At the same time,according to the stope parameters and the characteristics of loose body,it was analyzed that the falling arch floor can be naturally squeezed when falling 67~ 100 m. In order to prevent the surface dislocation collapse,it was proposed to squeeze the temporary pillars by waste rock filling in time strengthening the pillar support capacity and limiting the caving of the large area. Based on this,different mining schemes of open stope method,pillar retaining open stope method and open stope timely filling were designed. Through the comparison of initial caving height of goaf roof,pillar bearing value and recovered ore volume,the open stope timely filling scheme was recommended to ensure the safety of D mining area.
    Study and Application on the Optimization of Stope Structural Parameters of Gently Inclined Thick Orebody
    CHAI Hong, GUO Junchao, YANG Shuhui, LIU Chengbo
    2023, 52(11):  142-147. 
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    The determination and optimization of stope structural parameters of gently inclined thick large orebody is of great significance to stope safety,economy and reliable mining. Taking an underground mine in Shandong Peninsula as the example,this paper calculates the stope geological parameters and mining parameters based on Mathew stability chart method,and determines the range of stope size parameters. Using FLAC3D numerical simulation software,the stope parameters are further analyzed,and the reasonable values of stope parameters are determined by integrating economic and technical factors. The study results show taht:① Based on the comprehensive consideration of the support capacity of surrounding rock,a reasonable stope width range of 28. 36~ 42. 17 m is given. ② Using FLAC3D numerical simulation software to simulate the stope,through the analysis of stress field and displacement field under the conditions of different width schemes,it is indicated that the 34 m width of the stope is the optimal scheme.
    Combined Technique of Curtain Grouting and Long Anchor Cable at the Joint of Fractured Rock Chamber
    DONG Yaning, LI Guoping, SUN Maogui, YIN Dengcai
    2023, 52(11):  148-153. 
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    The hydrogeological conditions of the Zhongjiu Iron Mine are complex,the top and bottom lithology of the deposit are mainly Gushan Formation and Zhouchongcun Formation,and the surrounding rock of the mine is mainly class IV bedrock with poor rock integrity. In the underground development project of the auxiliary shaft construction of the mine project,the -550 m horizontal water pump room has a large section span and the surrounding rock is broken,and the disturbance of the surrounding water silo blasting leads to the cracking,deformation,settlement of the top wall rock at the connection between the -550 m horizontal central substation and the water pump room,and even the risk of falling. In this regard,combining the technical advantages of curtain grouting and anchor cable support,the combined support and reinforcement technique of curtain grouting and long anchor cable is put forward,and the concrete construction technical scheme is designed. The basic idea of this technique is to make full use of the grouting curtain to cement the broken roof into a whole,and then use a long anchor cable to fix the joint roof to the stable rock,and finally complete the connection between the central substation and the water pump house by expanding the brush. According to the above technical ideas,the design of key technical parameters of curtain grouting and long anchor cable support at different positions is discussed in detail,and the effect of curtain grouting and long anchor cable support is analyzed in detail by numerical simulation coupling analysis method. The study results show that through curtain grouting construction,the reinforcement curtain can be formed on the roof of the joint and the two sides of the surrounding rock,and the properties of the surrounding rock at the joint can be greatly improved. The proposed combined support technology scheme and related technical parameter design have a certain reference value for the stability control of underground surrounding rock in similar mines.
    Study on High Bench Parallel Section Presplitting Blasting with Half Separated Hole Guided Blasting Technique
    XU Xiaodong, DU Wenxiu
    2023, 52(11):  154-160. 
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    In order to control the quality and stability of high bench parallel blasting slopes,based on traditional presplitting blasting technique,a semi spaced hole guided pre-splitting blasting technique was proposed. The stress distribution law and crack expansion of the separated hole guided pre-splitting blasting were analyzed. The study results show that the semi spaced hole played a guiding role in the upper unfilled section of the empty hole,forming tensile stress concentration,and strengthening the charging section at the bottom of the blast hole to form compressive stress concentration,make up for the insufficient charging of normal holes and overcome the deep clamping effect of blast holes. Four schemes were selected for semi spaced hole charging,namely 1. 5,2. 0,2. 5,3 kg,and hole spacing of 0. 6,0. 7,0. 8,and 0. 9 m. Numerical analysis and onsite experiments were conducted on the semi spaced hole technology scheme. The results indicated that when the charging amount was 2. 5 kg and the linear charging density was 0. 42 kg / m,the hole spacing was selected as 0. 8 m,which maximized energy utilization and ensured the penetration of the bottom blast hole. The study have a certain reference significance for the practice of boundary blasting in open-pit mining.
    Study on the Coupling Control Law of Yield Pressure-Anchor Grouting of Surrounding Rock in Deep Roadway Considering Seepage
    GU Mingli, DANG Juntao
    2023, 52(11):  161-166. 
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    The existence of groundwater poses a great threat to the stability of roadway surrounding rock. In order to study the influence of groundwater seepage on the support of deep roadway,based on the equivalent theory of seepage on rock mass volume force and the equivalent strength criterion of cavity-anchoring bolt,the theoretical solution of plastic stress field and plastic zone distribution of roadway surrounding rock under seepage action is derived by applying the elastic-plastic theory. The method of determining the parameters of the bolting scheme considering the field seepage is given by using the equivalent circle method. Taking a mine in southwest Shandong Province as an example,the parameters of bolt length,interrow distance and preload force of the main roadway of the mine return air are given,and the rationality of the supporting parameters is verified by FLAC3D numerical simulation. The results show that:① Considering the seepage effect,the plastic zone increases and the stability coefficient decreases,and the distribution of plastic zone can be effectively reduced by reducing the spacing between rows. ② The field parameters were determined by theoretical calculation, and the numerical simulation verification results showed that the field support scheme significantly improved the stability of the roadway,effectively reduced the range of plastic zone,and controlled the deformation of surrounding rock.
    Study on Rheological and Mechanical Properties of Cemented Ultra-fine Tailings Backfill Under Superplasticizer Effect
    ZHOU Hao, SUN Xiaogang, QIU Jingping, GUO Zhenbang, ZHANG Shiyu, YUAN Long, WANG Chengli
    2023, 52(11):  167-173. 
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    In order to solve the problem of poor flow and low strength of cemented ultra-fine tailings backfill ( CUTB), this paper investigated the improvement effect of superplasticizer ( SP) on the properties of CUTB such as rheology,strength and ultrasonic pulse velocity,and proposed a prediction model of yield stress based on the water content of flocculant. The results show that:① The yield stress and equivalent plastic viscosity decreased by 51. 3% and 37. 5%,respectively,when the SP content increased from 0 to 0. 04%. ② The proposed dynamic yield stress model considering the water content of floc is scientifically valid,and the maximum packing density and effective solids concentration are the main fine-scale factors affecting the yield stress of fresh CUTB. ③ SP can significantly improve the strength of CUTB. When the SP content was increased from 0 to 0. 04%,the 3,7,28 dstrengths were increased by 17. 7%,34. 0% and 28. 0%,respectively. ④ The optimal SP content was 0. 03%. The results of this paper provide a reference for the actual use of SP to improve the performance of CUTB in mines.
    Study on Mechanical Properties of Fiber-modified Backfill under Freeze-thaw Cycle
    HUI Jinwei, MA Xiaowei, WANG Yanlong
    2023, 52(11):  174-178. 
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    In order to effectively reduce rock burst disaster in underground stope and reasonably control the deformation of surrounding rock in stope,tailings are generally used to fill underground goaf. The traditional strength of tailings is difficult to play a role in complex underground space,especially in the freeze-thaw cycle environment of high-cold and high-altitude mining areas. Therefore,it is necessary to ensure that the backfill in freeze-thaw environment has good mechanical properties. In order to study the effect of freeze-thaw cycle on the mechanical behavior of the fiber-modified backfill,firstly,the fiber with the percentage of non-mass (0,0. 2%,0. 4%,0. 6%,0. 8%,1. 0%) was mixed with the filling slurry for mixing,and then the fiberbackfill mixture was mixed for 0,5,10,15 freeze-thaw cycles. The variation trends of slump,uniaxial compressive strength and splitting tensile strength of fiber-modified backfill mixture with fiber content and number of freeze-thaw cycles were also discussed. The results show that the cyclic freeze-thaw can significantly reduce the mechanical properties of the fiber modified backfill mixture,and the appropriate incorporation of fiber plays a major role in improving the mechanical properties of the backfill. When the fiber content is 0~ 0. 6%,the strength of the backfill can be effectively improved,while when the fiber content is more than 0. 6%,the physical properties of the backfill will be degraded. In addition,the incorporation of fiber is easy to fuse with the water in the filling body and play a role in fixing water,thus inhibiting its fluidity.
    Hydration Process and Mechanical Properties of Alkali Excited Fly Ash Based Cementitious Materials
    QIAO Longteng, SONG Zhifeng
    2023, 52(11):  179-185. 
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    In order to analyze the mechanical properties of alkali-activated fly ash cementitious materials,the compressive strength tests of fly ash cemented backfill under different alkali-activated conditions were carried out in the laboratory,and the effects of the type of activator,the dosage of activator and the dosage of fly ash on the strength of backfill were systematically analyzed. The results show that when the fly ash content is 10% ~ 20%,the compressive strength of fly ash based cemented backfill increases with the increase of fly ash content,and the addition of alkaline activator can effectively improve the strength index. The strength growth rate of fly-ash cemented backfill with activator is obviously higher than that of the backfill without activator. The compressive strength of fly ash-based cemented backfill firstly increases and then decreases with the increase of the content of activator,and reaches the maximum value when the content of activator is 3%. In addition,the strength of backfill supplemented with NaOH is significantly higher than the compressive strength of backfill supplemented with Na2SiO3,and the improvement effect of compressive strength at 28 d is more prominent. With the increase of curing time,gel substances generated by hydration reaction also gradually increase,and hydration products fill the pore structure,thus promoting the filling body to have good bearing capacity.
    Study on Performance Evaluation and Pore Structure Evolution of Modified Magnesium Slag-based Filling Materials
    XU Minggang, LIU Liguo
    2023, 52(11):  186-190. 
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    Environmental pollution caused by industrial solid waste is a major obstacle to cleaner production. In order to achieve sustainable development,magnesium slag ( MS) and fly ash ( FA) are recovered as cementing materials,and then mixed with tailings (TL) to make a paste filling material that can be used in mining engineering. The rheological properties, mechanical properties and pore structure evolution of backfill with different fly ash content and tailings content were studied. In this process,the following conclusions are obtained:① With the increase of fly ash content,the mini-slump value first increases and then decreases. When the fly ash content is 20%,the fluidity of backfill is the best. ② Uniaxial compressive strength increases with the increase of curing age and fly ash content,and decreases with the increase of tailings content. Backfill with low fly ash content develops slowly in the early strength, while backfill with high fly ash content develops rapidly in the early strength. ③ The critical pore size and porosity decrease with the increase of fly ash content. The greater the fly ash content is,the greater the critical pore size decreases. With the increase of tailing content,the critical pore size and porosity increase gradually.
    Influence of Geometrical Parameters of Fracture Network on Compressive Strength and Failure Mode of Rock Mass
    XIA Zijin, YUAN Haiping, FANG Xingye, YU Xuyang, HUANG Songtao
    2023, 52(11):  191-197. 
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    At present,local roadway collapse phenomenon is serious,which is mainly caused by the development and expansion of internal fractures in rock mass,which further leads to the failure of rock mass due to the loss of self-stable equilibrium ability. In order to explore the influence of fracture geometry parameters on rock mass strength and failure mode,the uniaxial compression simulation of rock mass was carried out by combining discrete element software (PFC) with fracture network. The results show that the compressive strength of rock mass shows a negative correlation and U-shaped distribution trend with the increasing of fracture density and dip angle in fractured rock mass,and the rock mass has the lowest compressive strength when the dip Angle is 45°. The failure mode of rock mass is affected by the form of fracture,and the parallel fracture has a great influence on the rock mass. The research results reveal the development law of fractures in rock mass to a certain extent, which is also the key factor affecting the strength of rock mass. It has a certain reference significance to explore the stability and failure process of fractured rock mass in engineering.
    Study on Surface Displacement Law of a Mine in Jining Based on Probability Integral Method
    LIN Fang, FENG Xiaojiu
    2023, 52(11):  198-204. 
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    The surface movement and deformation above the goaf will seriously affect the safety of nearby structures. In order to analyze the failure types of buildings (structures) caused by surface movement and deformation,and to clarify the influence of surface subsidence,inclination and curvature on buildings (structures),based on probability integral method,taking 3307 working face of a mine in Northern Jining as an example,combined with measured displacement results and FLAC3D numerical simulation,the rules of surface movement and deformation were analyzed. The safety analysis of surface structures is also carried out. The study results show that:① With the advance of the working face,the surface subsidence increases gradually. When the length of the goaf reaches twice the influence radius,the lowest position of the surface basin begins to hit the bottom,and the subsidence reaches the maximum. As the working face continues to advance,the surface basin size continues to expand,and the maximum subsidence value no longer increases. ② The mining depth has an important influence on the shape of the surface basin. When the mining depth is small,the surface basin is approximately the shape of the mining face,and with the increase of the mining depth,the surface basin gradually approaches to the oval shape. ③ The surface deformation law of 3307 working face is analyzed,and the measured results are compared with the theoretical calculation results. The error between them is less than 5%,which proves the rationality of the theoretical calculation results.
    Three Dimensional Laser Scanning Point Cloud Composite Filtering Algorithm for Mine Roadway
    LI Longlong, GONG Cheng, LI Yucheng, CUI Yunan, WU Xiaojun, LI Yuliang
    2023, 52(11):  205-212. 
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    3D laser scanning technology has the advantages of high efficiency,high precision and low cost,and can realize the rapid construction of complex mine 3D model. However,this technology has some problems such as large volume of point cloud data and large noise,which brings a lot of inconvenience to data storage,transmission and processing. To solve the above problems,a three-dimensional laser scanning point cloud composite filtering algorithm for roadway is proposed. In this paper,data filtering is divided into two processes:reduction and noise reduction according to the algorithm focus and point cloud characteristics,and then combined with the characteristics of mine semicircular arch roadway,a " profile-axial-random" composite data reduction filtering model and a composite data noise reduction filtering mathematical model are proposed,and the applicability,reliability,rationality and accuracy of the composite algorithm are compared and analyzed. The test results show that compared with the single algorithm,after using the composite filter algorithm to simplify and reduce noise,the original contour features and details of the roadway are reasonably preserved,the data simplification rate is as high as 99. 3%,and all kinds of outliers such as pepper and salt noise and Gaussian noise are filtered out to the maximum extent. It achieves the goal of large-scale data simplification and efficient processing of outlier points under the premise of ensuring model quality,and lays a foundation for real-time state display,dynamic evaluation and behavior prediction of mine whole life cycle.
    Tracing Management of Unit Name and Statistical Caliber Change in Statistical Information System
    LIU Qianpeng, SUN Xiaoyu, ZHAO Yongjiao, ZHANG Bo, WANG Renyan
    2023, 52(11):  213-220. 
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    The company name and statistical caliber are the basic information in the statistical information system. However,due to the major strategic adjustment,business reorganization or organizational change of the group company,it is inevitable to change the company name and statistical caliber. Aiming at the problems of unit name tracing,summary data integration and unit sorting in statistical caliber caused by the change of unit name and statistical caliber,a unified unit coding rule is studied and designed,and a historical information tracing method based on time is proposed. Based on the expression statement of database high-performance nested query,a single data table is designed for statistical caliber management. For the unit information management,two solutions of multi data table and single data table are designed. Through the comparative analysis of the two solutions through the occupation of database space and system response time,the single data table scheme is selected. In order to facilitate the unified calling of codes,multiple program interfaces are written in C# language,which realizes the effective management of unit name,data summary and statistical caliber,and has achieved good results in the practical application of the comprehensive statistical information system of Pingzhuang Coal Industry Group.
    Study on Mine Inspection Robot Navigation Obstacle Avoidance Combining Scene Understanding and Machine Vision
    WANG Bin, TIAN Baoxiong, ZHAO Minghui
    2023, 52(11):  221-227. 
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    In recent years,with the rapid development of robot technology and artificial intelligence technology,more and more mining enterprises begin to use robots for inspection and monitoring,in order to improve production efficiency and reduce the cost of manual inspection. However,due to the complex and changeable mine environment,there are a large number of obstacles and dangerous factors,traditional inspection robots often cannot meet the actual demand,it is necessary to introduce some advanced scene understanding and machine vision technology,in order to improve the robot′s navigation and obstacle avoidance ability. In this paper,a navigational obstacle avoidance method of mine inspection robot based on integrated scene understanding and machine vision is studied. First of all,the mine environment is identified and positioned by machine vision technology to obtain the position and surrounding scene information of the current robot. Then,the scene understanding technology is used to analyze the mine scene,including identifying various ores,equipment and personnel,and detecting and classifying obstacles in the mine environment. Finally,the integrated scene understanding and machine vision information are applied to the navigation and obstacle avoidance control of the robot. The experimental results show that the proposed method can effectively improve the robot′s navigation and obstacle avoidance ability in complex mine environment,have certain significance for promoting the construction of intelligent mine,improving mine production efficiency and reducing inspection cost.
    A Mine Image Reconstruction Algorithm Based on Multi-scale Feature Multiplexing Residual Network
    MA Lin, SU Ming, LAN Yiyong
    2023, 52(11):  228-233. 
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    In order to improve the accuracy and efficiency of mine image reconstruction,a mining image reconstruction algorithm based on multi-scale feature multiplexing residual network is proposed to solve the problem of low reconstruction quality caused by detail loss in mine image reconstruction. Firstly,a multi-scale feature extraction module is designed. By stacking multiple parallel convolution layers and pooling layers,the image feature extraction module is constructed in combination with the local residual network,and the multi-scale detail feature representation of the image is fully extracted from the input image through the multi-channel combination network of different scales. These features represent different semantic information and spatial resolution,which can capture different details and texture structures in the image. Then,a feature reuse module is introduced to fuse and reuse features of different scales to enhance the accuracy of image reconstruction. Through multi-scale feature interaction and information transfer,global and local context information can be effectively used to improve image reconstruction performance. Experiments on the self-built mine image reconstruction dataset show that the proposed algorithm has achieved significant improvement in reconstruction accuracy and efficiency. Compared with other deep learning models,the proposed algorithm has better performance in detail retention and structural accuracy of reconstructed images. In addition,the algorithm has a fast training and inference speed,which is suitable for practical application scenarios.
    Assessment of Emergency Capability for Metal Mine Based on RS and Extension Theory
    XIE Zhenhua, XING Zhenxiong, XU Mingzhi
    2023, 52(11):  234-240. 
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    及时、准确地评估金属矿山的应急能力,能为金属矿山提升应急能力提供科学指导。 根据应急相关的 法律法规,结合文献分析和现场调研,并利用解释结构模型方法,建立了金属矿山应急能力评估的模型体系。 该体系 由应急预防能力、应急准备能力、应急响应能力、应急救援能力等 4 个一级指标、20 个二级指标组成。 在对比分析各 种评估指标权重确定方法的基础上,选择粗糙集理论(Rough Set,RS)和专家评分法确定了金属矿山应急能力评估指 标的权重。 该方法能充分体现数据的客观性,提高评估结果的精准性。 论述了基于可拓理论的应急能力评估方法,能 较好地解决综合评估中指标的不相容问题。 在某金属矿山应用了基于 RS—可拓理论的评估方法,获得了准确、客观 的评估结果。 该方法具有较强的科学性和实用性,能有效降低金属矿山的事故风险。
    "Plane-Point-Plane" Stability Integrated Evaluation Method of High and Steep Rock Slope:A Case Study of Antaibao Open-pit Mine
    TAO Zhigang, LIU Keyuan, YANG Xiaojie, LI Jingtao, ZHANG Peng, LI Gengzhao
    2023, 52(11):  241-252. 
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    In order to effectively identify the danger area of slope and accurately judge the stability state of slope,a set of " face-point-surface" slope comprehensive evaluation method based on fuzzy comprehensive evaluation method, MSARMA method and FLAC3D was proposed. Firstly,according to the composition and structural characteristics of the on-site slope rock mass,disaster factors were summarized,while assignment criteria for discrete and continuous variables were divided based on the landslide body characteristics and spatiotemporal distribution. Following,based on the comprehensive evaluation principle of fuzzy mathematics,the high and steep side stability in the multi-factor influence regions was comprehensively evaluated,while the spatial division of the unstable region was determined. Finally,the slope potential slip surface in the unstable zone of the western side was utilized as the calculation model object,while the sensitivity analysis of the slope impact factor was conducted through the MSARMA method,and the sensitivity factors were determined. The FLAC3D finite difference method was utilized for numerical simulation analysis,and the conclusion was drawn. Taking Antaibao Open-pit Coal Mine as an example,its unstable area was divided and the evolution law of displacement field under sensitive factors such as seepage and vibration was obtained. The results showed that under natural conditions,the maximum displacements in X and Y directions of the slope are 30 cm and 41 cm,while under seepage conditions,the maximum displacements in X and Y directions of the northwest slope are 45cm and 70 cm,respectively. Under the action of earthquake,the displacements at the bottom of the north slope and the west slope change little,while the displacement at the top is larger. Based on the above results of numerical simulation,the design scheme of slope reinforcement and monitoring in unstable region was proposed to ensure the stability of the whole slope. The integrated evaluation method could provide reference for the stability analysis of similar high and steep rock slopes.
    Study on Stability and Disaster Prevention Technology of Bedding Slope in Deep Open-Pit Mine
    ZHANG Guosheng, DONG Xin, CHEN Yanting, YANG Tianhong, DENG Wenxue, LI Hua
    2023, 52(11):  253-260. 
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    Safety issues are often prevalent in deep open-pit mines. Taking Yanshan Iron Mine as an example,the final boundary slope height exceeds 600 m. The east side,which requires urgent stability evaluation and safety measures,is a typical bedding rock slope. Its stability has been compromised by the seepage of the Xin River,among other factors. To prevent potential landslide disasters,this paper investigates the engineering geological conditions and the structure of the slope rock mass. The strength of the rock mass was estimated using the modified Hoek-Brown criterion. Based on this,the potential instability failure mode and stability of slope are studied by anisotropic finite element method. The study results indicate that the slope′s stability is compromised when the rock dip angle of the calculation model closely aligns with the final slope angle. Consequently,following the completion of the east slope excavation in the N26 exploration line,the benches located in the upper weathering zone and the bottom of the final boundary pit are at risk of sliding out. Based on the aforementioned study,comprehensive measures for slope disaster prevention and control are proposed. These include a combination of water drainage,slope reinforcement, and monitoring,which aim to ensure the safe mining of the east side.
    Deformation Monitoring and Numerical Simulation Analysis of Anti-dip Rock Slope of the West Slope of Yanshan Iron Mine
    LIU Yang, YANG Tianhong, LI Hua, YANG Yide, ZHAO Yong, LI Jinduo, DENG Wenxue
    2023, 52(11):  261-267. 
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    Focusing on the excavation stability problems of anti-dip rock slope of the west slope of Yanshan Iron Mine, slope inner and slope surface collaborative monitoring network,which consists of borehole inclinometer,anchor stress meter,micro-seismic,high-definition camera,and other means was constructed. Combining field monitoring results with numerical simulation,analysis of anti-dip rock slope deformation mechanism was conducted. The results show that according to the current monitoring,there was only a small displacement change at the depth of 14 m and above,and there is an obvious stress change in the slope affected by rainfall. The high slope section was a potential instability and failure area,and the shallow layer of the slope was easy to form the trend of tension crack and loosening based on the temporal and spatial distribution of micro-seismic events and micro-seismic inversion analysis. Meanwhile,the micro-seismic events showed a dense through distribution,but the possibility of the complete cut sliding along the slope toe was small. The numerical simulation results showed that the deformation failure of the slope was dominated by tensile stress. The tensile crack failure occurred first in the lower step under the cutting action of joints,and the toppling failure occurred in the traction tension in the upper step,which was manifested as toppling and sliding deformation as a whole. The micro-seismic monitoring results were basically consistent with the numerical simulation results,which was a significant reference for on-site landslide early warning and engineering protection.
    A Static Bayesian-based Model for Evaluating Rainfall-induced Tailings Dam Instability
    HU Jingwen, NIE Wen, LU Song, WANG Zhenhao, Pooya Saffari
    2023, 52(11):  268-275. 
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    Rainfall events are one of the main factors leading to tailings dam instability,and assessing the stability of tailings dams when rainfall events occur is critical to the safe operation of mines. Due to the variable mechanism of rainfall infiltration in the dam,the link between rainfall events and dam instability is uncertain,and to reduce this uncertainty,the Bayesian analysis was applied to predict the stability of tailings dams under different rainfall amounts. Based on the tailings dam stacking model test to obtain the physical parameters and test data of the dam body under different rainfall amounts and spatial dimensions,a Bayesian-based assessment model of tailings dam stability was established. Using the information gain to obtain the early warning value of each parameter and using it as an indicator to calculate the prior probability of the physical parameters, combined with the Leaky Noisy-or gat extension model to calculate the conditional probability,a Bayesian model is built with the help of GeNIe software,the probability of instability of the tailings dam at each spatial location under different rainfall conditions is obtained by Bayesian analysis. The model relates the experimental parameters to the uncertainty of the tailings dam destabilization mechanism,which further improves the accuracy of objective evaluation. The study results show that:① The greater the rainfall intensity,the greater the variation of the parameters of the tailings,the more obvious the interaction,the higher the probability of dam failure. ② Due to the spatially non-homogeneous nature of the tailings,the probability of tailings destabilization is greater at higher levels,and rainfall will further increase the risk of destabilization. The study results have some significance for the stability analysis of tailings dams.
    Study on the Spread and Intervention of Coal Miners′ Illegal Wearing of Masks Based on Small World Network
    SHI Jing, YANG Xingang, LIU Jianguo, WANG Tianyang
    2023, 52(11):  276-282. 
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    In order to effectively control the illegal dust masks wearing of coal miners and identify the influencing factors for the spread and intervention of illegal behavior,a behavior dissemination model for coal miners wearing dust masks in violation of regulations was constructed based on a small world network. It′s showed that a behavior propagation model based on small world networks can simulate the propagation process of complex violations of dust masks worn by coal miners,and visually analyze and predict it. The spread of illegal dust masks wearing of coal miners accelerates with the increase of coal mine scale,but the growth rate tends to slow down when the coal mine scale exceeds 300 people. When the effective rate of pre-intervention reaches 40%,or the effective rate of post-intervention reaches over 50%,it can prevent the widespread spread of illegal wearing of dust masks. When the effective rate of pre-intervention reaches over 70%,it can effectively prevent the spread of illegal wearing behavior among workers. Even if the effective rate of post-intervention reaches 100%,the number of workers who violate regulations can still reach 18. 0% ~ 22. 7% of the total number of workers after the spread of violations. The effective rate of pre-intervention reaches 20% ~ 30%,with different degrees of post-intervention,the effect is better than simply using pre or post intervention.
    Experimental Study on Wet-type Adjustable Venturi Fiber Grid Compound Dedusting Device
    XU Hongjian, ZHAO Hengfeng, FENG Ziqin, LI Zhiguo, CHEN Yihua
    2023, 52(11):  283-289. 
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    In view of the serious dust pollution in the underground crushing chamber,the conventional wet dust collector is difficult to effectively remove fine particles. On the basis of integrating the advantages of various wet dust collectors,a wet composite dust removal device embedded with adjustable Venn tube and fiber grid is designed,and an experimental platform is established. Experimental study on the embedded adjustable venturi tube,fiber grating wet composite effect of dust removal device for fine particles of dust catcher,by changing the angle of spread of venturi tube,fiber grating structure parameters,the single factor and multi-factor orthogonal experiment,determine the embedded adjustable venturi-fiber grating wet the best parameters of compound dust removal device. The experimental results show that when the wind speed of venture-tube is 22. 7~ 33. 6 m / s,the diffusion angle of venture-tube is 5° ~ 6°. When the diameter of fiber grid is 0. 3 mm,the spacing of fiberboard is 3~ 5 cm,the number of fiberboard layers is 2~ 4,and the liquid-gas ratio is 0. 3 ~ 0. 6 L / m3,the removal efficiency of fine dust reaches 99%. Compared with single embedded adjustable Venturi and wet dense fiber grid,the removal efficiency of fine dust with particle size less than 3 μm is 5. 4% and 6. 6% higher respectively,and the removal effect of fine dust is better.
    Assessment of Heavy Metal Pollution and Potential Ecological Risk of Farmland Soil around Ancient Copper Mine Site in Daye City
    WANG Zhaobo, REN Dajun, XIAO Yulun, LENG Qi, ZHANG Xiaoqing, ZHANG Shuqin, CHEN Wangsheng
    2023, 52(11):  290-298. 
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    In order to clearly understand the heavy metal pollution and potential ecological risk of farmland soil around the ancient copper mine site in Daye City,and provide scientific basis for heavy metal remediation technology in farmland soil, in this study,the single factor pollution index method,Nemerow comprehensive pollution index method and Hakanson potential ecological risk index method were used to evaluate the heavy metal pollution status and potential ecological risk of farmland in this area,and the spatial distribution of heavy metal pollution and potential ecological risk was drawn by ArcGIS. The results showed that the average value of heavy metals in the region was higher than the soil background value of Daye City,and the problem of excessive soil heavy metals was obvious. Among the 60 samples,the heavy pollution rates of Cu and Cd were as high as 35% and 32% respectively. Especially,the potential ecological risk caused by Cd was very serious,and more than 35% of the soil samples were in high potential ecological risk and above. The comprehensive evaluation results showed that 38% of the sample soil was in severe pollution,and 23% of the sample soil was in high potential ecological risk and above. The spatial distribution characteristics of most heavy metal contents and potential ecological risks were high in the central area of the mining area and gradually decreased in the outward area,indicating that mining dust,mining wastewater and ore transportation in mining activities were the main causes of heavy metal pollution and potential ecological risks. In addition,some villagers used mine soil as farmland soil also caused the transfer of core mining soil to a certain extent.