Unraveling the Dynamic Failure‐Stress Feedback Mechanism in Mining Overburden Through the PIV‐DEM Synergistic Analysis

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Xiangdong Meng, Wanghua Sui, Chang Zhou, Baolei Xie
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Abstract

To investigate the failure of overburden and the internal stress evolution feedback mechanism during mining, this study conducted laboratory physical experiments and discrete element method (DEM). In the physical model, overburden deformation was extracted using particle image velocimetry (PIV). The results show that during the mining process, the contact orientations on both sides of the goaf gradually incline, while those in the water‐conducting fracture zone become more uniformly distributed. In the continuous deformed zone, especially within the primary key stratum, horizontal contact orientations progressively become dominant. Based on the coupled stress–deformation evolution, the mining process can be divided into three stages: the initial stage, the arch formation stage, and the arch expansion stage. The stress drop region closely resembles the deformation patterns of soil arches. In the initial stage, the stress drop region appears columnar and extends directly to the surface, with movement mainly concentrated near the coal seam. During the arch formation stage, the stress drop region begins to develop into an arch shape, and horizontal stress starts to concentrate within the primary key stratum. Locally, the rear deformation zone gradually stabilizes, while the overlying strata begin to move. With ongoing mining, the strata in front of the goaf also start to move. In the movement zones, stress relatively drops, whereas stress in the rear of the goaf tends to rebound. During the arch expansion stage, horizontal stress continues to concentrate within the main key stratum, and the movement zone is primarily characterized by horizontal expansion.
基于PIV - DEM协同分析的采动覆岩动态破坏-应力反馈机制
为研究采动过程中覆岩破坏及内应力演化反馈机制,采用室内物理实验和离散元法(DEM)进行了研究。在物理模型中,采用粒子图像测速(PIV)提取覆盖层变形。结果表明:采动过程中,采空区两侧接触取向逐渐倾斜,导水裂隙带接触取向分布更加均匀;在连续变形带,特别是在主关键层内,水平接触取向逐渐占主导地位。根据应力-变形耦合演化规律,将采矿过程划分为初始阶段、拱体形成阶段和拱体扩展阶段。应力降区与土拱的变形模式非常相似。初始阶段应力降区呈柱状并直接向地表延伸,运动主要集中在煤层附近。在拱型形成阶段,应力降区开始发育成拱型,水平应力开始在主关键层内集中。局部后变形带逐渐稳定,上覆岩层开始移动。随着采矿的进行,采空区前方的岩层也开始移动。在运动带,应力相对下降,而采空区后部应力有反弹的趋势。在拱扩阶段,水平应力继续集中在主关键层内,运动带以水平扩展为主。
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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.
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