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作 者:汤永平[1] 何艳梅[1] 王宇[1] 褚洪涛[1] TANG Yong-ping HE Yan-mei WANG Yu CHU Hong-tao(Changsha Mining Research Institute Co. , Ltd. , Chagnsha Hunan 410012,China)
机构地区:[1]长沙矿山研究院有限责任公司,湖南长沙410012
出 处:《化工矿物与加工》2016年第11期33-37,共5页Industrial Minerals & Processing
摘 要:采用3Dmine软件,对开采错动范围内矿岩进行多个采剥境界方案建模、分析与研究;采用4种定量(半定量)方法计算并结合FLAC^(3D)软件验证露天采剥与地下采矿隔离矿柱的稳定性;采用Slide6.0软件分析其采剥境界最终边坡的稳定性。经研究,最终确定648m采剥境界方案合理可行,露天采剥与地下采矿同时进行的隔离矿柱安全厚度为50m,最终边坡角45°。Modeling, analysis and research of multiple schemes for stripping ratio of pit limit for ore bearing rock in the fault dy-namic range were made by using 3Dmine software. The stability of isolated pillars in strip and underground mining operation was cal- culated and verified by four quantitative (semi quantitative) meth- od in combination with FLAC3D software. The stability of the final slope of the stripping ratio of pit limit was analyzed by using Slide6.0 software. By study, it was ultimately determined that the scheme for 648m stripping ratio of pit limit is reasonable and feasi- ble. The safety thickness of isolated pillar at 50m in the simultane- ous operation of open-pit and underground mining is safe and relia- ble and the final slope at an angle of about 45 degrees is stable and reliable.
关 键 词:3DMine 地下开采 错动范围 隔离矿柱 稳定性分析 露天采剥
分 类 号:TD854.3[矿业工程—金属矿开采]
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