为了探究锚杆不同锚固参数对顺层岩质边坡稳定性的影响,基于综合考虑锚杆轴向作用力和横向作用力的锚杆数值模型,嵌入离散元软件UDEC(universal distinct element code)中的局部加固单元LOCAL REINFORCE单元,针对某顺层岩质边坡,分析了...为了探究锚杆不同锚固参数对顺层岩质边坡稳定性的影响,基于综合考虑锚杆轴向作用力和横向作用力的锚杆数值模型,嵌入离散元软件UDEC(universal distinct element code)中的局部加固单元LOCAL REINFORCE单元,针对某顺层岩质边坡,分析了锚杆长度、锚固角、锚杆间距和布设方式对边坡稳定性的影响,并基于正交试验提出了锚固优化方案。结果表明:锚杆存在有效长度,在有效长度内,锚杆长度和边坡安全系数存在线性关系;锚杆存在最优锚固角,且锚杆长度越大,最优锚固角越小;锚杆间距越大,边坡安全系数越小,且安全系数下降速率随间距的增大逐步减小;以边坡安全系数和锚杆用量为评价指标,通过正交试验对等长支护锚固参数进行了优化设计,得出了较佳的两个锚固试验方案;各锚固参数对边坡稳定性影响由大到小分别为:锚杆间距、锚杆长度、锚固角;锚杆布设方式对边坡稳定性的提升由大到小分别为:由长到短型、等长布置型、由短到长型。在考虑锚杆布设方式时,应使锚杆穿越的岩层与边坡位移情况相匹配。展开更多
In order to maximize the overall economic gain from a metal mine operation, selection of cutoff grades must consider two important aspects: the time value of money and the spatial variation of the grade distribution i...In order to maximize the overall economic gain from a metal mine operation, selection of cutoff grades must consider two important aspects: the time value of money and the spatial variation of the grade distribution in the deposit. That is, cutoff grade selection must be dynamic with respect to both time and space. A newly developed method that fulfills these requirements is presented. In this method, the deposit or a portion of it under study is divided into "decision units" based on the mining method and sample data. The statistical grade distribution and the grade-tonnage relationship of each decision unit are then computed based on the samples falling in the unit. Each decision unit with its grade-tonnage relationship is considered as a stage in a dynamic programming scheme and the problem is solved by applying a forward dynamic programming based algorithm with an objective function of maximizing the overall net present value (NPV). A software package is developed for the method and applied to an underground copper mine in Africa.展开更多
文摘为了探究锚杆不同锚固参数对顺层岩质边坡稳定性的影响,基于综合考虑锚杆轴向作用力和横向作用力的锚杆数值模型,嵌入离散元软件UDEC(universal distinct element code)中的局部加固单元LOCAL REINFORCE单元,针对某顺层岩质边坡,分析了锚杆长度、锚固角、锚杆间距和布设方式对边坡稳定性的影响,并基于正交试验提出了锚固优化方案。结果表明:锚杆存在有效长度,在有效长度内,锚杆长度和边坡安全系数存在线性关系;锚杆存在最优锚固角,且锚杆长度越大,最优锚固角越小;锚杆间距越大,边坡安全系数越小,且安全系数下降速率随间距的增大逐步减小;以边坡安全系数和锚杆用量为评价指标,通过正交试验对等长支护锚固参数进行了优化设计,得出了较佳的两个锚固试验方案;各锚固参数对边坡稳定性影响由大到小分别为:锚杆间距、锚杆长度、锚固角;锚杆布设方式对边坡稳定性的提升由大到小分别为:由长到短型、等长布置型、由短到长型。在考虑锚杆布设方式时,应使锚杆穿越的岩层与边坡位移情况相匹配。
基金Project(50974041) supported by the National Natural Science Foundation of China Project(20090450112) supported by the Postdoctoral Foundation of ChinaProject(20093910) supported by the Natural Science Foundation of Liaoning Province, China
文摘In order to maximize the overall economic gain from a metal mine operation, selection of cutoff grades must consider two important aspects: the time value of money and the spatial variation of the grade distribution in the deposit. That is, cutoff grade selection must be dynamic with respect to both time and space. A newly developed method that fulfills these requirements is presented. In this method, the deposit or a portion of it under study is divided into "decision units" based on the mining method and sample data. The statistical grade distribution and the grade-tonnage relationship of each decision unit are then computed based on the samples falling in the unit. Each decision unit with its grade-tonnage relationship is considered as a stage in a dynamic programming scheme and the problem is solved by applying a forward dynamic programming based algorithm with an objective function of maximizing the overall net present value (NPV). A software package is developed for the method and applied to an underground copper mine in Africa.
