区块崩塌后上方的压裂分析:球壳理论方法与 BEM 数值模拟

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-11-16 DOI:10.1002/nag.3893
Jingyu Shi, Baotang Shen
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引用次数: 0

摘要

实验和实地监测表明,在块状洞穴开采中,洞顶断裂往往形成与洞背表面平行或近似平行的狭窄弯曲带。这些裂缝在裂缝带和洞背之间形成了弧形矿体。块体崩落的有效性取决于这些矿体外壳随后的断裂和破碎。本研究采用双重方法,将薄球壳理论和全三维数值模拟与线性弹性断裂力学原理相结合,研究这些壳体的断裂行为。分析表明,在轴对称加载条件下,纬向拉伸断裂主要发生在壳体的大部分区域,除局部区域外,断裂同时发生在上下表面。此外,纵向拉伸断裂可能发生在上表面的中心区域,而剪切断裂往往发生在壳体边缘。因此,矿壳容易发生断裂,导致矿体坍塌或塌陷。数值模拟与上述发现一致,表明矿壳区域内的断裂点纵向分散在整个矿壳中。这些断裂点大多符合拉伸断裂的标准,尤其是在矿壳的中间部分,与分析结果一致。此外,考虑到非轴对称加载模式的模拟结果表明,与最小原位主应力相一致的洞穴周围区域更容易发生断裂。这一洞察力对于优化凹陷过程的设计具有潜在意义。
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Analysis of Fracturing Above Block Caving Back: A Spherical Shell Theory Approach and BEM Numerical Simulation
Experiments and field monitoring have revealed that in block caving, fractures over the cave crown tend to form in narrow curved bands that are parallel or subparallel to the cave back surface. These fractures delineate curved shells of orebody between the bands and the cave back. The effectiveness of block caving hinges on the subsequent fracturing and fragmentation of these orebody shells. This study adopts a dual approach, combining thin spherical shell theory and full 3D numerical simulations along with principles of linear elastic fracture mechanics, to investigate the fracturing behaviour of these shells. Analytical analysis indicates that under axisymmetric loading, latitudinal tensile fractures predominantly initiate across the most part of the shell, occurring on both the upper and lower surfaces, except at a localised area. Additionally, longitudinal tensile fractures may initiate at the central area of the upper surface, while shear fractures tend to occur around the edge of the shell. Consequently, the shells become susceptible to fracturing, leading to the collapse or cave‐in of the orebody. Numerical simulations agree with these findings, illustrating that fracturing points within the shell region are longitudinally dispersed throughout the entire shell. Most of these fracturing points satisfy the criteria for tensile fracturing, particularly within the middle portion of the shell, aligning with the analytical results. Furthermore, simulations considering nonaxisymmetric loading patterns demonstrate that regions surrounding the caving cavity, aligned with the minimum principal in situ stress, exhibit heightened susceptibility to fracture initiation. This insight holds potential significance for optimising the design of the caving process.
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
期刊最新文献
A POD‐TANN Approach for the Multiscale Modeling of Materials and Macro‐Element Derivation in Geomechanics Adaptive Mesh Generation and Numerical Verification for Complex Rock Structures Based on Optimization and Iteration Algorithms Issue Information Analysis of Fracturing Above Block Caving Back: A Spherical Shell Theory Approach and BEM Numerical Simulation Data‐Driven Tools to Evaluate Support Pressure, Radial Displacements, and Face Extrusion for Tunnels Excavated in Elastoplastic Grounds
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