The contribution of physical-chemical effects of abandoned mine water to the deterioration of Mode-I fracture toughness- based on CT-DEM integrated modeling

IF 3.7 2区 工程技术 Q3 ENERGY & FUELS
Yang Shen , Baiquan Lin , Minghua Lin , Ting Liu , Tong Liu , Zhiyong Hao , Wei Yang
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引用次数: 0

Abstract

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.
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
废弃矿区破碎带易出现i型裂缝。在含水层较多的煤岩层中,废弃矿井水的侵蚀和溶解将加速这一过程。为了研究溶胀和侵蚀对废矿水ⅰ型裂缝的影响和贡献,本研究采用室内实验和离散元模拟相结合的方法,研究了侵蚀和溶胀耦合作用下试样的宏观和微观断裂过程。设置5个时间梯度(0、7、14、21、30天)对制备的NSCB试样进行处理,探讨煤样i型断裂韧性的恶化程度。将计算机断层扫描(CT)与离散元颗粒模型(GBM)相结合,建立了矿物溶解—溶胀力学模型。定义膨胀/溶解膨胀系数,通过调整膨胀系数,模拟煤颗粒和矿物在溶胀过程中的破坏过程。研究结果表明,破坏行为由脆性断裂向韧性断裂转变。仿真结果表明,废矿水与煤接触初期主要表现为水力膨胀,接触后期腐蚀开始对试样产生影响。在i型断裂过程中,腐蚀导致穿晶裂纹增加,而原始试样主要沿着矿物晶界发生滑移断裂。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
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.
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