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有限宽度崩落矿岩散体侧压力分布规律
引用本文:何荣兴,任凤玉,谭宝会,刘洋.有限宽度崩落矿岩散体侧压力分布规律[J].东北大学学报(自然科学版),2019,40(3):409-413.
作者姓名:何荣兴  任凤玉  谭宝会  刘洋
作者单位:东北大学 资源与土木工程学院,辽宁 沈阳,110819;东北大学 资源与土木工程学院,辽宁 沈阳,110819;东北大学 资源与土木工程学院,辽宁 沈阳,110819;东北大学 资源与土木工程学院,辽宁 沈阳,110819
基金项目:国家重点研发计划项目(2016YFC0801604); 国家自然科学基金资助项目(51534003); 辽宁省自然科学基金资助项目(20170540327).
摘    要:金属矿山崩落矿岩散体侧压力对支撑围岩和控制岩体移动具有不可忽视的作用.采用散体颗粒流侧向压力测试实验系统,以弓长岭铁矿崩落矿石为例,研究有限宽度散体崩落矿岩侧压力分布规律:散体静止侧压力随散体埋深的增加呈非线性增加趋势,并基于量纲和谐原理回归散体侧压力随埋深和角度的变化计算式;在无散体回填工况下,散体侧压力随散体放出量的增加而减小,增加散体放出范围,可加速散体侧压力下降速度;在散体回填工况条件下,以模型中间为界,随着散体放出,下部4个测点侧压力值降低,上部4个测点侧压力值升高.上盘侧散体侧压力总体受放矿流动的影响不明显,放矿开始后的突变量也要明显小于下盘侧压力,即在散体补充条件下,散体放出对散体侧压力的影响范围在高度和宽度上都是有限的.该成果对揭示散体承压机理,开发崩落矿岩散体在矿山工程中的应用具有指导意义.

关 键 词:崩落  岩体移动  散体侧压力  朗肯土压力  古典杨森理论
收稿时间:2018-01-09
修稿时间:2018-01-09

Distribution Law of Granular Lateral Pressure in Caved Ore-Rock with Limited Width
HE Rong-xing,REN Feng-yu,TAN Bao-hui,LIU Yang.Distribution Law of Granular Lateral Pressure in Caved Ore-Rock with Limited Width[J].Journal of Northeastern University(Natural Science),2019,40(3):409-413.
Authors:HE Rong-xing  REN Feng-yu  TAN Bao-hui  LIU Yang
Institution:School of Resources & Civil Engineering, Shenyang 110819, China.
Abstract:The lateral pressure of caved ore-rock in metal mine has a significant effect on supporting the surrounding rock and controlling the rock mass movement. Taken the caved ore in Gongchangling Iron Mine as an example, the distribution law of the granular lateral pressure in the caved ore-rock with the limited width was studied. The experiment results show that the static lateral pressure was nonlinear increase with granular buried depth increase, the formula of granular pressure changed with buried depth and angle was obtained by regression based on the theory of dimensional harmonious principle. In the case of no backfill, the granular lateral pressure decreases with the increase of the discharge amount, the range of drawing increasing can accelerate the decreased speed of granular lateral pressure. The pressure values of the lower four measuring points decrease with the drawing amount, and the pressure values of the upper four measuring points increase. The break variable of lateral pressure at hanging wall is lower than the value at footwall, and the drawing amount has less influence on the lateral pressure of hanging wall. That is to say that the drawing amount has limited influence range on the granular lateral pressure in height and width under the condition of backfill. This achievement has guiding significance for revealing the pressure bearing mechanism and application in the mine engineering of granular.
Keywords:caving  rock mass displacement  granular lateral pressure  Rankine earth pressure  classical Janssen theory  
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