地下采场围岩刚度与强度参数的正交反演方法

    AN ORIHOGONAL INVERSION APPROACH TO DETERMINING THE STIFF AND STRENGTH PARAMETERS OF ROCK SURROUNDING THE UNDERGROUND STOPE

    • 摘要: 应用正交试验设计原理,提出了一种根据地下采场围岩的量测位移,反演确定其刚度参数和强度参数的弹塑性正交反演方法。运用这种方法.并借助于连续介质快速拉格朗日分析技术,反演确定了湖南湘西金矿充填料矿二次回采采场围岩的刚度参数与强度参数,从而为进一步应用数值模拟技术进行采矿方法安全性评价打下了基础。

       

      Abstract: An elastic-plastic Orthogonal inversion apprach is established according to the principles for testdesign on orthogonal Latin square to determe the stiff and strength paramerers on the basis of measured displacements around a mining stope. The parameters of the rock surrounding the stope for mining the gold-bearingbackfill in xiangxi Gold Mine are determined by combining the approach with FLAC. As a result, this has laida good foundation on which numerical modelling could be used to make safty assessment for the mining system.

       

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