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基于刚性块体模型的近?远场崩落矿岩流动特性
引用本文:孙浩,陈帅军,高艳华,金爱兵,覃璇,巨有,尹泽松,李木芽,赵增山. 基于刚性块体模型的近?远场崩落矿岩流动特性[J]. 工程科学学报, 2021, 43(2): 205-214. DOI: 10.13374/j.issn2095-9389.2020.10.23.003
作者姓名:孙浩  陈帅军  高艳华  金爱兵  覃璇  巨有  尹泽松  李木芽  赵增山
作者单位:1.北京科技大学金属矿山高效开采与安全教育部重点实验室,北京 100083
基金项目:中国博士后科学基金资助项目;国家自然科学基金资助项目;中央高校基本科研业务费专项资金资助项目
摘    要:为进一步揭示远场条件下金属矿山崩落矿岩运移演化机理,综合利用物理试验、数值模拟和理论分析等手段,构建单口放矿模型开展近?远场崩落矿岩流动特性研究。首次基于离散元软件PFC3D和刚性块体模型构建放矿数值模型,并通过近场放矿物理试验与模拟结果的对比分析,证明了刚性块体模型在崩落矿岩流动特性研究中的可靠性与优越性。在此基础上,对远场条件下松动体形态变化规律、矿岩流动体系内的应力演化规律及其力学机理进行了量化研究。研究结果表明:1)近?远场条件下的松动体形态变化均符合倒置水滴理论。在放矿初始阶段,松动体最大宽度随高度增大呈幂函数形式快速增加;随后,松动体最大宽度随高度增大而近似线性增加。2)崩落矿岩流动过程中存在明显的应力拱效应。随着矿岩散体松动范围不断扩大,松动体外围一定范围内的垂直应力均呈明显下降趋势,水平应力逐渐增大并在松动区域到达前出现激增现象;而松动体内的水平应力与垂直应力则急剧下降至较低水平。 

关 键 词:放矿   近?远场条件   崩落矿岩   流动特性   刚性块体模型
收稿时间:2020-10-23

Research on near/far-field flow characteristics of caved ore and rock based on rigid block model
SUN Hao,CHEN Shuai-jun,GAO Yan-hua,JIN Ai-bing,QIN Xuan,JU You,YIN Ze-song,LI Mu-ya,ZHAO Zeng-shan. Research on near/far-field flow characteristics of caved ore and rock based on rigid block model[J]. Chinese Journal of Engineering, 2021, 43(2): 205-214. DOI: 10.13374/j.issn2095-9389.2020.10.23.003
Authors:SUN Hao  CHEN Shuai-jun  GAO Yan-hua  JIN Ai-bing  QIN Xuan  JU You  YIN Ze-song  LI Mu-ya  ZHAO Zeng-shan
Affiliation:1.Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines, University of Science and Technology Beijing, Beijing 100083, China2.School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China3.Department of Urban Construction, Beijing City University, Beijing 100083, China4.China Academy of Safety Science and Technology, Beijing 100012, China5.Luzhong Metallurgy and Mining Group Corporation, Jinan 271100, China
Abstract:The high mining costs of mines have led to the imbalance between the supply and demand of the total mineral resources in China and the dependence on imports to a large extent. Therefore, it is of great significance to expand the mining scale of mineral resources and reduce the mining costs to improve the self-sufficiency rate of mineral resources and strengthen social support and economic development in China. The caving mining method, especially the block caving method, has the following two main characteristics: one is that caved ores, surrounded by overlying rocks, are drawn from the drawpoint and the other one is that ground pressure is managed by filling goaf with overlying rocks. It is a low-cost and efficient large-scale underground mining method and has been widely used in metal mines around the world. To further reveal the far-field field migration and evolution mechanism of caved ore and rock in metal mine, through physical test, numerical simulation, and theoretical analysis, isolated-drawpoint draw models were constructed to study the flow characteristics of near/far-field flow characteristics of caved ore and rock. Based on the discrete element software PFC3D and rigid block model, the numerical draw model was constructed for the first time. The reliability and superiority of the rigid block model in the study of flow characteristics of caved ore and rock were proved by comparative analysis between near-field physical draw test results and simulated results. Moreover, the variation law of the IMZ (Isolated Movement Zone), the stress evolution law and its mechanical mechanism in the particle flow system under far-field conditions were quantitatively studied. The key research results prove that: 1) The shapes of IMZ under near/far-field conditions conform to the upside-down drop shape theory. In the initial draw stage, the maximum width of IMZ increases rapidly with the increase of height in the form of power function; while in the following draw stage, the maximum width of IMZ increases almost linearly with the height increase. 2) There is an obvious stress arch effect during the flow of caved ore and rock. With the range expansion of the caved ore and rock, the vertical stress in a certain range outside the IMZ decreases obviously, while the horizontal stress gradually increases and surges before the arrival of IMZ. Furthermore, the horizontal and vertical stresses within the IMZ drop sharply to a lower level. 
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