Jung-Wook Park , Chan-Hee Park , Li Zhuang , Jeoung Seok Yoon , Olaf Kolditz , Christopher Ian McDermott , Eui-Seob Park , Changsoo Lee
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Additionally, a novel method to determine micro-parameters of grains and contacts based on an equivalent continuum approach was proposed. The main emphasis was placed on simulating the temperature evolution, thermal stress development and fracture displacements under thermo-mechanical loading. The benchmarks demonstrated the model’s ability to replicate fracture behavior under various conditions, in good agreement with analytical solutions, capturing the phenomena of fracture slip and opening. In the modeling of laboratory experiments, a comparison between the experimental results and the numerical results revealed that the model reasonably reproduced the heat transfer within the rock specimen, the horizontal stress increment depending on boundary condition, and the progressive fracture shear failure. Although discrepancies existed regarding the onset of fracture slip and the magnitudes of stress and displacement, the model demonstrated qualitative consistency with the experimental findings. By tracking the contact area variation, we also found that the model effectively mimicked the mechanism of asperities shear-off, irreversible damage and normal dilation that occur during the peak stage.</p></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"39 ","pages":"Article 100580"},"PeriodicalIF":3.3000,"publicationDate":"2024-08-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Grain-based distinct element modeling of thermally induced slip of critically stressed rock fracture\",\"authors\":\"Jung-Wook Park , Chan-Hee Park , Li Zhuang , Jeoung Seok Yoon , Olaf Kolditz , Christopher Ian McDermott , Eui-Seob Park , Changsoo Lee\",\"doi\":\"10.1016/j.gete.2024.100580\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The present study introduces a numerical approach to simulate thermally induced fracture slip using a grain-based distinct element model. 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引用次数: 0
摘要
本研究介绍了一种使用基于晶粒的独特元素模型模拟热诱导断裂滑移的数值方法。作为 DECOVALEX-2023 任务 G 的一部分,我们通过基准测试验证了该模型,探索了各种条件下的热机械过程,并根据锯切和拉裂裂缝的实验室实验验证了该模型。在这种方法中,岩石样本由一组多面体晶粒(如随机伏罗诺图或四面体)表示。晶粒及其界面的热机械行为采用独特的元素法进行计算。此外,还提出了一种基于等效连续体方法确定晶粒和接触微观参数的新方法。主要重点是模拟热机械加载下的温度演变、热应力发展和断裂位移。基准测试表明,该模型能够复制各种条件下的断裂行为,与分析解法十分吻合,并能捕捉断裂滑移和张开现象。在实验室实验建模中,实验结果与数值结果的对比显示,模型合理地再现了岩石试样内部的热传递、取决于边界条件的水平应力增量以及渐进式断裂剪切破坏。虽然在断裂滑移的开始以及应力和位移的大小方面存在差异,但模型在质量上与实验结果是一致的。通过跟踪接触面积的变化,我们还发现该模型有效地模拟了峰值阶段发生的尖面剪切脱落、不可逆损伤和法向扩张的机理。
Grain-based distinct element modeling of thermally induced slip of critically stressed rock fracture
The present study introduces a numerical approach to simulate thermally induced fracture slip using a grain-based distinct element model. As part of DECOVALEX-2023 Task G, we verified the model through benchmarks, explored the thermo-mechanical processes under various conditions, and validated the model against laboratory experiments on both saw-cut and tensile-splitting fractures. In this method, the rock sample was represented by a group of polyhedral grains, such as random Voronoi diagrams or tetrahedra. The thermo-mechanical behavior of the grains and their interfaces was calculated using the distinct element method. Additionally, a novel method to determine micro-parameters of grains and contacts based on an equivalent continuum approach was proposed. The main emphasis was placed on simulating the temperature evolution, thermal stress development and fracture displacements under thermo-mechanical loading. The benchmarks demonstrated the model’s ability to replicate fracture behavior under various conditions, in good agreement with analytical solutions, capturing the phenomena of fracture slip and opening. In the modeling of laboratory experiments, a comparison between the experimental results and the numerical results revealed that the model reasonably reproduced the heat transfer within the rock specimen, the horizontal stress increment depending on boundary condition, and the progressive fracture shear failure. Although discrepancies existed regarding the onset of fracture slip and the magnitudes of stress and displacement, the model demonstrated qualitative consistency with the experimental findings. By tracking the contact area variation, we also found that the model effectively mimicked the mechanism of asperities shear-off, irreversible damage and normal dilation that occur during the peak stage.
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.