A Theoretical Investigation of Coal Fracture Evolution with Hydrostatic Pressure and its Validation by CT

IF 4.8 2区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY
Changxin Zhao, Yuanping Cheng, Wei Li, Liang Wang, Zhuang Lu, Hao Wang
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Abstract

The stress-induced evolution of coal fractures significantly affects permeability and, consequently, gas extraction efficiency. This study introduces a novel coal fracture evolution model based on assumptions of fracture morphology and log-normal distribution of fracture aspect ratio. This model offers a theoretical framework for understanding the fracture closure process, ultimately depicting fracture evolution as a combined result of elastic compression and closure. It predicts the decay curve of fracture porosity under hydrostatic pressure loading. We conducted uniaxial compression experiments for determining the mechanical parameters of the model and in situ CT experiments with confining pressure ranging from 0 to 25 MPa for validating the model. The findings indicate the following: (1) Initially, the decline in fracture porosity with stress is predominantly due to elastic compression, followed by a rapid transition to closure. (2) Sensitivity analysis reveals that an increase in two physical quantities—the cube root of the product of the peak aspect ratio and the square of the mean aspect ratio (xc) and the bulk modulus of the coal matrix (Km)—results in a decrease in the rate of fracture porosity decay with stress. (3) Tectonic action has a dual effect of augmenting xc and diminishing Km. We define the magnification of xc and the divisor of Km under a common term—scaling factor. When the scaling factor of xc is less than that of Km, the tectonic action promotes the decay of porosity with stress. Conversely, when the scaling factor of xc is greater than that of Km, the effect is reversed.

Abstract Image

煤炭断裂随静水压力演变的理论研究及其 CT 验证
由应力引起的煤炭裂缝演化会极大地影响渗透率,进而影响瓦斯抽采效率。本研究基于裂缝形态假设和裂缝纵横比对数正态分布,提出了一种新的煤炭裂缝演化模型。该模型为理解断裂闭合过程提供了一个理论框架,最终将断裂演化描述为弹性压缩和闭合的综合结果。它预测了在静水压力加载下断裂孔隙率的衰减曲线。为了确定模型的力学参数,我们进行了单轴压缩实验;为了验证模型,我们进行了约束压力为 0 至 25 兆帕的原位 CT 实验。实验结果表明(1) 起初,断裂孔隙率随应力的下降主要是由于弹性压缩,随后迅速过渡到闭合。(2) 敏感性分析表明,增加两个物理量--峰值长宽比与平均长宽比平方的乘积的立方根(xc)和煤基体的体积模量(Km)--会导致断裂孔隙度随应力衰减的速度降低。(3) 构造作用具有增大 xc 和减小 Km 的双重效果。我们用一个共同的术语--缩放因子来定义 xc 的放大和 Km 的除数。当 xc 的比例系数小于 Km 的比例系数时,构造作用会促进孔隙度随应力而衰减。相反,当 xc 的比例系数大于 Km 的比例系数时,效果则相反。
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来源期刊
Natural Resources Research
Natural Resources Research Environmental Science-General Environmental Science
CiteScore
11.90
自引率
11.10%
发文量
151
期刊介绍: This journal publishes quantitative studies of natural (mainly but not limited to mineral) resources exploration, evaluation and exploitation, including environmental and risk-related aspects. Typical articles use geoscientific data or analyses to assess, test, or compare resource-related aspects. NRR covers a wide variety of resources including minerals, coal, hydrocarbon, geothermal, water, and vegetation. Case studies are welcome.
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