弯曲作用下煤岩复合材料断裂演化与损伤模型:岩石均匀性效应的物理-数值-分析综合方法

IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Weitao Yue , Xiaojun Feng , Enyuan Wang , Qiming Zhang , Zeng Ding , Dong Chen , Xiangguo Kong
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引用次数: 0

摘要

为了阐明深部开采环境下煤岩复合顶板结构固有的弯曲和断裂机制,本研究引入了一个开创性的分析框架。提出的框架集成了三个方法组件:通过三点弯曲试验(TPBT)进行物理建模,使用颗粒流代码(PFC2D)进行数值模拟,以及分析损伤建模。这种综合方法是专门为CCR裂缝分析量身定制的,具有详细的岩层非均质性特征。以阜新恒大煤矿地层为研究对象,采用声发射(AE)、数字图像相关(DIC)、扫描电镜(SEM)和三维轮廓术等多方位监测方法。这一综合策略系统地揭示了岩石非均质性如何影响损伤演化的调控机制。我们的研究结果表明,在TPBT条件下,CCR经历了一个明显的四个阶段的演化模式:“弱接触-强接触-峰载-峰后”。这种损伤进展与DIC应变场和声发射能量释放模式有着复杂的联系。值得注意的是,砂岩复合煤岩(CCRS)具有高度均匀性,其应变分布局部,能量释放集中,最终发生突发性脆性断裂。砂砾岩复合煤岩(CCR-SC)颗粒结构粗大,形成多级微裂纹分支,导致逐步破坏。此外,建立的Weibull损伤模型定量描述了均匀性系数(φ)、煤岩能量权重因子(w)与破裂率之间的相互作用。我们的分析强调,与低均匀性岩层相比,高均匀性岩层的损伤率明显上升。这一观察结果证实了高均质岩层通过应变局部化加速能量释放的机制。总的来说,这些见解为深部煤岩动力灾害预测和顶板稳定性控制提供了坚实的理论基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fracture evolution and damage model of composite coal-rock under bending: An integrated physical-numerical-analytical approach for rock homogeneity effects
To elucidate the underlying bending and fracture mechanisms inherent in composite coal-rock (CCR) roof structures within deep mining environments, this study introduces a groundbreaking analytical framework. The proposed framework integrates three methodological components: physical modeling through three-point bending tests (TPBT), numerical simulation using the particle flow code (PFC2D), and analytical damage modeling. This integrated approach is specifically tailored for CCR fracture analysis with detailed characterization of rock layer heterogeneity. Focusing on the strata of the Fuxin Hengda coal mine, we employed a multifaceted monitoring approach, incorporating acoustic emission (AE), digital image correlation (DIC), scanning electron microscopy (SEM), and the 3D profilometry. This comprehensive strategy systematically unveiled the regulatory mechanisms governing how rock heterogeneity influences damage evolution. Our findings reveal that CCR undergoes a distinct four-stage evolutionary pattern under TPBT conditions: “weak contact-strong contact-peak load-post-peak.” This damage progression is intricately linked with DIC strain fields and AE energy release patterns. Notably, sandstone composite coal-rock (CCRS), characterized by its high homogeneity, exhibits localized strain distribution and concentrated energy release, culminating in abrupt brittle fracture. In contrast, sandy conglomerate composite coal-rock (CCR-SC) with its coarse particle structure, fosters multi-level microcrack branching, leading to progressive failure. Furthermore, the developed Weibull damage model quantitatively delineates the interplay between the homogeneity coefficient (φ), coal-rock energy weight factor (w), and fracture rate. Our analysis underscores that damage rates escalate markedly in high-homogeneity rock layers compared to their low-homogeneity counterparts. This observation substantiates the mechanism whereby high-homogeneity rock layers expedite energy release through strain localization. Collectively, these insights offer a robust theoretical foundation for deep coal-rock dynamic disaster prediction and roof stability control.
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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