Weitao Yue , Xiaojun Feng , Enyuan Wang , Qiming Zhang , Zeng Ding , Dong Chen , Xiangguo Kong
{"title":"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","authors":"Weitao Yue , Xiaojun Feng , Enyuan Wang , Qiming Zhang , Zeng Ding , Dong Chen , Xiangguo Kong","doi":"10.1016/j.enggeo.2025.108299","DOIUrl":null,"url":null,"abstract":"<div><div>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 (PFC<sup>2D</sup>), 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 (CCR<img>S), 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 (<em>φ</em>), coal-rock energy weight factor (<em>w</em>), 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.</div></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"356 ","pages":"Article 108299"},"PeriodicalIF":8.4000,"publicationDate":"2025-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Fracture evolution and damage model of composite coal-rock under bending: An integrated physical-numerical-analytical approach for rock homogeneity effects\",\"authors\":\"Weitao Yue , Xiaojun Feng , Enyuan Wang , Qiming Zhang , Zeng Ding , Dong Chen , Xiangguo Kong\",\"doi\":\"10.1016/j.enggeo.2025.108299\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>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 (PFC<sup>2D</sup>), 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 (CCR<img>S), 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 (<em>φ</em>), coal-rock energy weight factor (<em>w</em>), 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.</div></div>\",\"PeriodicalId\":11567,\"journal\":{\"name\":\"Engineering Geology\",\"volume\":\"356 \",\"pages\":\"Article 108299\"},\"PeriodicalIF\":8.4000,\"publicationDate\":\"2025-08-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Geology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0013795225003953\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013795225003953","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
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.
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.