Complex geomechanical modeling of mining vein deposits of block structure

N.E. Moroz, D.V. Sidorov, M. A. Sonnov
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Abstract

Mining of vein deposits formed in block structures requires consideration of the impact from the deformation processes occurring as a result of changes in the natural and man-induced state of the rock mass. Information on the magnitude and directions of stresses acting in the block mass are the boundary conditions taken into account in further calculations of the stressandstrain state and stability of structural elements of underground geotechnology. For an efficient assessment of the natural stressed state of a tectonically disturbed rock mass, associated with the need for numerical simulation of the geomechanical state of tectonic structures, spread over large areas, the PRESS 3D URAL dedicated software suite (Polygor LLC, St. Petersburg) was adopted for 3D settings. At the same time, due to the occurrence elements and morphology of the ore veins it is advisable to use the CAE Fidesys software suite (Fidesys LLC, Moscow) in 2D settings for local assessment of the stress concentrations in vicinity of mine workings and pillars formed as the result of mining operations.
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块状结构矿脉矿床的复杂地质力学建模
开采块状结构中形成的矿脉需要考虑岩体自然和人为状态变化所产生的变形过程的影响。有关块体应力大小和方向的信息是进一步计算地下地质技术结构元素的应力和应变状态及稳定性的边界条件。为了有效评估受构造扰动岩体的自然应力状态,并对大面积构造结构的地质力学状态进行数值模拟,采用了 PRESS 3D URAL 专用软件套件(圣彼得堡 Polygor 有限责任公司)进行三维设置。同时,由于矿脉的出现要素和形态,建议在二维设置中使用 CAE Fidesys 软件套件(莫斯科 Fidesys 有限责任公司),对采矿作业形成的矿坑和矿柱附近的应力集中进行局部评估。
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