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The role of sorption-induced coal matrix shrinkage on permeability and stress evolutions under replicated in situ condition for CBM reservoirs

机译:吸附诱导的煤基质收缩对CBM水库原位条件的渗透性和应力进化的作用

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摘要

Matrix shrinkage is a unique property of coal which dictates the sorption induced strain in the constitutive relation. Both permeability and stress profiles are passively modified with continuous depletion and they are intrinsically controlled by both poroelastic and matrix shrinkage properties. The models for quantifying matrix shrinkage related effects including horizontal stress loss, vertical strain variation and permeability evolution were proposed. The matrix shrinkage property was also coupled into the poroelastic relationships to study the potential possibility of local failure. Experimental study was performed to measure the permeability and its dynamic applied horizontal stress under replicated in situ uniaxial strain condition. The effects of sorption induced horizontal stress evolution varies with gas types depending on the sorption intensity. The vertical strain of coal bulk under uniaxial strain condition consists of the sorption induced matrix shrinkage/swelling strain, cleat volume strain and matrix mechanical strain due to changes of pore pressure and external stresses, which was validated against with the experiment data. As gas depletion from 4.14 MPa to 0.55 MPa, matrix shrinkage effects can lead to the permeability ratio nonlinearly increases from 1 to 2.27 (-127%) for methane and from 1 to 4.58 (-358%) for carbon dioxide, respectively. Additionally, the magnitude of the vertical effective stress always increases with continuous gas depletion, but the horizontal effective stress may increase or decrease depending on the intensity of sorption-induced matrix shrinkage. The local deviatoric effective stress tends to increase by considering matrix shrinkage effect, which potentially increase the possibility of local coal failure.
机译:基质收缩是煤的独特性质,决定了本构关系中的吸附诱导应变。通过连续耗尽被动地改变渗透性和应力曲线,并且它们由孔弹性和基质收缩性能本质上控制。提出了用于量化矩阵收缩相关效果的模型,包括水平应力损失,垂直应变变化和渗透性进化。基质收缩性能也耦合到多孔弹性关系中,以研究局部失败的潜在可能性。进行实验研究以测量原位单轴应变条件复制下的渗透性及其动态施加水平应力。吸附诱导的水平应力进化的影响随着吸附强度而随气体类型而变化。单轴应变条件下的煤块的垂直菌株包括吸附诱导的基质收缩/溶胀应变,纤维体积应变和基质机械菌株由于孔隙压力和外部应力的变化,这与实验数据验证。随着从4.14MPa到0.55MPa的气体耗尽,基质收缩效应可以导致渗透率从1-2.27(-127%)的甲烷增加,分别为二氧化碳1至4.58%(-358%)。另外,垂直有效应力的大小总是随着连续的气体耗尽而增加,但横向有效应力可能根据吸附诱导的基质收缩的强度而增加或减少。通过考虑基质收缩效应,局部偏离有效应力趋于增加,这可能增加了局部煤衰竭的可能性。

著录项

  • 来源
    《Fuel》 |2021年第15期|120530.1-120530.14|共14页
  • 作者单位

    Penn State Univ Ctr G3 Dept Energy & Mineral Engn University Pk PA 16802 USA|Penn State Univ Energy Inst University Pk PA 16802 USA;

    Penn State Univ Ctr G3 Dept Energy & Mineral Engn University Pk PA 16802 USA|Penn State Univ Energy Inst University Pk PA 16802 USA;

    Chongqing Univ State Key Lab Coal Mine Disaster Dynam & Control Chongqing 400030 Peoples R China;

    Southern Illinois Univ Dept Min & Mineral Resources Engn Carbondale IL 62901 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Uniaxial strain compression; Sorption stress; Matrix shrinkage; Local coal failure; Permeability;

    机译:单轴应变压缩;吸附应激;矩阵收缩;局部煤衰竭;渗透率;

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