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作 者:张定邦 周传波[2] 刘杨波[2] 张志华[2] ZHANG Dingbang;ZHOU Chuanbo;LIU Yangbo;ZHANG Zhihua(School of Civil Engineering, Hubei Polytechnic University, Huangshi 435003, China;Faculty of Engineering, China University of Geosciences, Wuhan 430074, China)
机构地区:[1]湖北理工学院土木建筑工程学院,湖北黄石435003 [2]中国地质大学工程学院,湖北武汉430074
出 处:《华侨大学学报(自然科学版)》2017年第6期786-791,共6页Journal of Huaqiao University(Natural Science)
基 金:国家自然科学基金资助项目(41372312);湖北省自然科学基金资助项目(2015CFB359);湖北省教育厅中青年人才项目(Q20154403)
摘 要:为研究露天转地下开采条件下,高陡边坡与地下采场围岩的变形和应力变化规律,研制出一种高陡边坡露天转地下开采模型试验系统.该系统由开采模拟方法和开采模拟系统组成,其中,模拟试验方法包含完备的模型制作和开采模拟技术,开采模拟系统包含模型框架、模型制作设备和模型监测系统.以大冶铁矿狮子山矿段为工程背景,运用该系统进行露天转地下开采模型试验研究,得到开采过程中矿区边坡、地下采场围岩的变形规律和破坏特征.研究结果表明:该系统具有良好的适应性,可满足露天转地下开采及其他大型地下工程物理模型试验研究的需要.In order to study the stress and deformation features of high steep slopes and surrounding rocks under the open pit to underground mining,a large scale geomechanical model experimental system was developed.This system consists of mining model method and mining model system,the mining model method consists of modeling and mining simulation technology,the mining model system consists of model frameworks,block production equipments and monitoring devices.Taking a typical section of Shizishan ore block of Daye iron mine as engineering background,a large scale model experiment was carried out by this system,the stress and deformation features of high steep slope and surrounding rock under the open pit to underground were obtained.Results show this system can be preferably used for open pit to underground mining and other large scale underground engineering model experiments.
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