Yang Shen , Baiquan Lin , Minghua Lin , Ting Liu , Tong Liu , Zhiyong Hao , Wei Yang
{"title":"基于CT-DEM综合建模的矿山废水物化效应对ⅰ型断裂韧性退化的贡献","authors":"Yang Shen , Baiquan Lin , Minghua Lin , Ting Liu , Tong Liu , Zhiyong Hao , Wei Yang","doi":"10.1016/j.gete.2026.100793","DOIUrl":null,"url":null,"abstract":"<div><div>The fracture zone of abandoned mining sites is prone to Mode-I fractures. In coal rock layers with more aquifers, the erosion and dissolution of abandoned mine water will accelerate this process. To investigate the respective effects and contributions of swelling and erosion on Mode-I fracture in abandoned mine water, this study combines laboratory experiments and discrete element simulations to explore the macro- and micro-fracture processes of samples under the coupled action of erosion and swelling. Five time gradients were set for treating the prepared NSCB samples (0, 7, 14, 21, 30 days), and the degree of deterioration of the Mode-I fracture toughness of the coal samples was explored. A mechanical model for mineral dissolution-swelling was established by combining Computed Tomography(CT) scanning and the discrete element grain-based model (GBM). The Swelling/ dissolution expansion coefficient were defined, by adjusting the expansion coefficient, the model simulates the damage process of coal particles and minerals undergoing dissolution-swelling. The research results indicate that the failure behavior transitions from brittle fracture to ductile fracture. Simulation results indicate that the initial stage of contact between abandoned mine water and coal is primarily characterized by hydraulic swelling, with corrosion starting to affect the sample in the later stages of contact. It is observed that corrosion leads to an increase in transgranular cracks during Mode-I fracture processes, whereas the original sample primarily experiences slip fracture along mineral crystal boundaries.</div></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"45 ","pages":"Article 100793"},"PeriodicalIF":3.7000,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The contribution of physical-chemical effects of abandoned mine water to the deterioration of Mode-I fracture toughness- based on CT-DEM integrated modeling\",\"authors\":\"Yang Shen , Baiquan Lin , Minghua Lin , Ting Liu , Tong Liu , Zhiyong Hao , Wei Yang\",\"doi\":\"10.1016/j.gete.2026.100793\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The fracture zone of abandoned mining sites is prone to Mode-I fractures. In coal rock layers with more aquifers, the erosion and dissolution of abandoned mine water will accelerate this process. To investigate the respective effects and contributions of swelling and erosion on Mode-I fracture in abandoned mine water, this study combines laboratory experiments and discrete element simulations to explore the macro- and micro-fracture processes of samples under the coupled action of erosion and swelling. Five time gradients were set for treating the prepared NSCB samples (0, 7, 14, 21, 30 days), and the degree of deterioration of the Mode-I fracture toughness of the coal samples was explored. A mechanical model for mineral dissolution-swelling was established by combining Computed Tomography(CT) scanning and the discrete element grain-based model (GBM). The Swelling/ dissolution expansion coefficient were defined, by adjusting the expansion coefficient, the model simulates the damage process of coal particles and minerals undergoing dissolution-swelling. The research results indicate that the failure behavior transitions from brittle fracture to ductile fracture. Simulation results indicate that the initial stage of contact between abandoned mine water and coal is primarily characterized by hydraulic swelling, with corrosion starting to affect the sample in the later stages of contact. It is observed that corrosion leads to an increase in transgranular cracks during Mode-I fracture processes, whereas the original sample primarily experiences slip fracture along mineral crystal boundaries.</div></div>\",\"PeriodicalId\":56008,\"journal\":{\"name\":\"Geomechanics for Energy and the Environment\",\"volume\":\"45 \",\"pages\":\"Article 100793\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2026-03-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geomechanics for Energy and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352380826000080\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"2026/1/13 0:00:00\",\"PubModel\":\"Epub\",\"JCR\":\"Q3\",\"JCRName\":\"ENERGY & FUELS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380826000080","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/1/13 0:00:00","PubModel":"Epub","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
The contribution of physical-chemical effects of abandoned mine water to the deterioration of Mode-I fracture toughness- based on CT-DEM integrated modeling
The fracture zone of abandoned mining sites is prone to Mode-I fractures. In coal rock layers with more aquifers, the erosion and dissolution of abandoned mine water will accelerate this process. To investigate the respective effects and contributions of swelling and erosion on Mode-I fracture in abandoned mine water, this study combines laboratory experiments and discrete element simulations to explore the macro- and micro-fracture processes of samples under the coupled action of erosion and swelling. Five time gradients were set for treating the prepared NSCB samples (0, 7, 14, 21, 30 days), and the degree of deterioration of the Mode-I fracture toughness of the coal samples was explored. A mechanical model for mineral dissolution-swelling was established by combining Computed Tomography(CT) scanning and the discrete element grain-based model (GBM). The Swelling/ dissolution expansion coefficient were defined, by adjusting the expansion coefficient, the model simulates the damage process of coal particles and minerals undergoing dissolution-swelling. The research results indicate that the failure behavior transitions from brittle fracture to ductile fracture. Simulation results indicate that the initial stage of contact between abandoned mine water and coal is primarily characterized by hydraulic swelling, with corrosion starting to affect the sample in the later stages of contact. It is observed that corrosion leads to an increase in transgranular cracks during Mode-I fracture processes, whereas the original sample primarily experiences slip fracture along mineral crystal boundaries.
期刊介绍:
The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources.
The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.