Creation of a 3D geomechanical model to assess rock mass stability

D. Akmatov, R.V. Shevchuk, E.A. Tuchel, V. V. Nikolaichuk, R.R. Galieva
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Abstract

The use of 3D geomechanical models to assess rock stability is a common practice in present-day research. Creation of a 3D geomechanical model represents a key stage in studying the stress-and-strain state of rocks. The paper presents a theoretical overview of the rock stress-and-strain state calculation. The main objective of the research is to create a geomechanical numerical model aimed at describing the stress-and-strain state of rocks. Distribution of the stress tensor components for different directions of the forces applied and other boundary conditions was determined during the stress-and-strain modeling in order to determine the limits of their changes. Modeling of the stress-and-strain state in a 3D formulation was performed using the finite element method in the COMSOL Multiphysics software suite, which is a common approach among the researchers.
创建三维地质力学模型以评估岩体稳定性
使用三维地质力学模型评估岩石稳定性是当今研究中的一种常见做法。建立三维地质力学模型是研究岩石应力应变状态的关键阶段。本文介绍了岩石应力应变状态计算的理论概述。研究的主要目的是建立一个旨在描述岩石应力应变状态的地质力学数值模型。在应力和应变建模过程中,确定了不同作用力方向和其他边界条件下应力张量分量的分布,以确定其变化的极限。采用 COMSOL Multiphysics 软件套件中的有限元法,以三维形式对应力和应变状态进行建模,这是研究人员常用的方法。
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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