MODELING THE STRESS STATE OF THE BACKFILLING MASS WITH DIFFERENT PHYSICAL AND MECHANICAL PROPERTIES

M. Petlovanyi, K. Sai
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Abstract

Purpose. Analytical researches of the stress state of the backfilling stopes with different physical and mechanical properties using numerical modeling to determine possible zones of stability losses and predict their failure. Methods. Numerical modeling of the formation of stresses around a high stopes was carried out for the conditions of mining iron ore reserves in the depth intervals of 740-1040 m of the Pivdenno-Bilozerske deposit, where mining operations are actively carried out using the finite element method in the SolidWorks 2016 software package with reliable substantiation of the parameters of the developed geomechanical model. Results. Numerical simulation of the stress state of the backfilling mass are carried out at variable values of the modulus of its elasticity and the mining depth. It was found that with the existing actual physical and mechanical properties of the backfilling mass during the development of the Pivdenno-Bilozerske deposit, the danger of its failure is predicted at depths of more than 890 m. In the center of the filling array, the stress values change linearly, and at the junction of the roof with the side of the backfilled stopes – polynomial. It was found that an increase in the modulus of elasticity of the backfilling mass allows to reduce the compressive stresses only at the junction of the roof with the side of the backfilled stopes to a value of 800 MPa. Scientific novelty. With an increase in the depth of development, despite an increase in the elastic modulus of the fill, the values of stresses increase, which eliminates the need to increase it with a decrease in the mining depth it was found. Practical significance. The results obtained make it possible to correct the technology of formation of a backfilling mass in the primary stopes, taking into account the formation of stresses on its contour and, with an increase in the mining depth, to form a backfilling mass with viscoplastic properties.
模拟了充填体在不同物理力学性质下的应力状态
目的。利用数值模拟方法对不同物理力学性质回填采场的应力状态进行分析研究,确定可能的失稳区并预测其破坏。方法。利用SolidWorks 2016软件包中的有限元方法,对Pivdenno-Bilozerske矿床740 ~ 1040 m深度区间内铁矿储量开采条件进行了高采场周围应力形成的数值模拟,并对所建立的地质力学模型参数进行了可靠的验证。结果。对充填体弹性模量随采深变化时的应力状态进行了数值模拟。研究发现,根据Pivdenno-Bilozerske矿床发育过程中充填体的实际物理力学性质,预测了其在890 m以上深度的破坏危险。在充填阵列中心,应力值呈线性变化,在顶板与回填采场侧面交界处,应力值呈多项式变化。研究发现,增加回填体的弹性模量,只能使顶板与回填采场侧部交界处的压应力降低到800 MPa。科学的新奇。随着开采深度的增加,尽管充填体弹性模量增加,但应力值增加,从而消除了随着开采深度的减小而增加应力值的需要。现实意义。研究结果可以修正主采场充填体的形成工艺,考虑其轮廓应力的形成,随着开采深度的增加,形成具有粘塑性特性的充填体。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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