为减少回采过程中残留顶底柱资源浪费,以赤峰柴胡栏子金矿为研究对象,基于LS-DYNA有限元软件,建立挤压爆破崩落放矿回采底柱数值模型,根据0.7、0.8、1.0 m 3种最小抵抗线和0.8、0.9、1.0 m 3种孔距设计9种方案,通过分析炮孔爆破过程中...为减少回采过程中残留顶底柱资源浪费,以赤峰柴胡栏子金矿为研究对象,基于LS-DYNA有限元软件,建立挤压爆破崩落放矿回采底柱数值模型,根据0.7、0.8、1.0 m 3种最小抵抗线和0.8、0.9、1.0 m 3种孔距设计9种方案,通过分析炮孔爆破过程中爆炸裂纹扩展与压力演化、有效应力和有效塑性应变时程曲线以及矿石的损伤情况,获取各方案的评判指标。采用模糊层次分析法构建目标相对优属度矩阵和模糊判断矩阵,通过综合评判选出最佳的爆破方案。结果表明:最小抵抗线取0.7 m、孔间距取0.9 m为挤压爆破崩落放矿回采底柱的最佳爆破参数。现场试验结果表明,使用优化后的爆破参数获得的爆破效果更好。展开更多
According to the actual conditions in Sanshandao Gold Mine, the cancelling ore pillars mining method was researched. Firstly, a series of tests for the physical and mechanical characteristics of rock mass were carried...According to the actual conditions in Sanshandao Gold Mine, the cancelling ore pillars mining method was researched. Firstly, a series of tests for the physical and mechanical characteristics of rock mass were carried out and a quality classification system of rock mass applied in coastal metal deposit was established. Secondly, the reasonable demarcation depth of cancelling ore pillars was simulated using the finite element method, and the simulation results show that the ore pillars can be cancelled below the level of-555 m. Thirdly, a novel layer-backfill mining method of room-pillar alternation was designed to reduce the disturbance and settlement of terrain in mining area. Engineering practice shows that the new mining method enhanced the mining output and relieved rock disturbance. Furthermore, the settlement of the roof strata was small and no disaster occurred. The new mining technology effectively controlled the deformation of the terrain, indicating that the mining of the large-scale gold coastal deposit in Sanshandao Gold Mine was achieved safely, efficiently, and with a low loss rate.展开更多
基金supported by the National Natural Science Foundation of China(Nos.51927808,51904335,52174098)the Fundamental Research Funds for the Central Universities of Central South University,China(No.2020zzts199)。
文摘为减少回采过程中残留顶底柱资源浪费,以赤峰柴胡栏子金矿为研究对象,基于LS-DYNA有限元软件,建立挤压爆破崩落放矿回采底柱数值模型,根据0.7、0.8、1.0 m 3种最小抵抗线和0.8、0.9、1.0 m 3种孔距设计9种方案,通过分析炮孔爆破过程中爆炸裂纹扩展与压力演化、有效应力和有效塑性应变时程曲线以及矿石的损伤情况,获取各方案的评判指标。采用模糊层次分析法构建目标相对优属度矩阵和模糊判断矩阵,通过综合评判选出最佳的爆破方案。结果表明:最小抵抗线取0.7 m、孔间距取0.9 m为挤压爆破崩落放矿回采底柱的最佳爆破参数。现场试验结果表明,使用优化后的爆破参数获得的爆破效果更好。
基金Projects(2013BAB02B03,2012BAB08B00)supported by the National Science and Technology Support Program of ChinaProject(51074177)supported by the Joint Funding of National Natural Science Foundation and Shanghai Baosteel Group CorporationProjects(51274254,51322403)supported by the National Natural Science Foundation of China
文摘According to the actual conditions in Sanshandao Gold Mine, the cancelling ore pillars mining method was researched. Firstly, a series of tests for the physical and mechanical characteristics of rock mass were carried out and a quality classification system of rock mass applied in coastal metal deposit was established. Secondly, the reasonable demarcation depth of cancelling ore pillars was simulated using the finite element method, and the simulation results show that the ore pillars can be cancelled below the level of-555 m. Thirdly, a novel layer-backfill mining method of room-pillar alternation was designed to reduce the disturbance and settlement of terrain in mining area. Engineering practice shows that the new mining method enhanced the mining output and relieved rock disturbance. Furthermore, the settlement of the roof strata was small and no disaster occurred. The new mining technology effectively controlled the deformation of the terrain, indicating that the mining of the large-scale gold coastal deposit in Sanshandao Gold Mine was achieved safely, efficiently, and with a low loss rate.
