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首页> 外文期刊>Journal of natural gas science and engineering >Dynamic modeling of the crack deformation in dry/gas-saturated rocks with increasing normal stress
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Dynamic modeling of the crack deformation in dry/gas-saturated rocks with increasing normal stress

机译:法向应力增加的干/气饱和岩石裂缝变形的动力学模型

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摘要

The crack widely exists in reservoir rocks and the change of the stress state may lead to its deformation or even closure, which has a great influence on the oil and gas accumulation and percolation in reservoir rocks. In order to investigate the crack deformation at different stress conditions, a two-dimensional dynamic modeling method for crack deformation under progressively increasing compressional stress normal to the crack surface is proposed to simulate the natural process of crack closing. The crack deformation is extracted to update the geometric model of cracked rocks at each loading step. Such dynamic modeling method is verified by the velocity measurement of synthetic samples with known crack structures at different effective stresses. Dynamic modelings of different crack structures are designed to numerically test the effects of initial crack porosity, crack aspect ratio and crack density on the stress-dependent crack deformation. The modeling results indicate that the crack porosity and the crack aspect ratio decrease negative-exponentially with the increase of normal stress, while the crack density decreases positive-exponentially as the normal stress increases. Rocks containing cracks with lower crack aspect ratio, higher crack density and (or) higher crack porosity have stronger stress sensitivity. For different crack structures, the stress sensitivity coefficient of crack density shows much more wide variation, which indicates that the stress sensitivity coefficient of crack density should be a potential effective attribute for quantitatively identifying and predicting cracks within the underground rocks. (C) 2016 Elsevier B.V. All rights reserved.
机译:裂缝广泛存在于储集岩中,应力状态的变化可能导致其变形甚至封闭,这对储集岩中的油气成藏和渗流影响很大。为了研究不同应力条件下的裂纹变形,提出了一种二维动态建模方法,模拟了在垂直于裂纹表面逐渐增加的压应力下,裂纹变形的自然过程。在每个加载步骤中提取裂纹变形以更新裂纹岩石的几何模型。通过对具有已知裂纹结构的合成样品在不同有效应力下的速度进行测量,可以验证这种动态建模方法。设计了不同裂纹结构的动力学模型,以数值测试初始裂纹孔隙率,裂纹纵横比和裂纹密度对应力相关裂纹变形的影响。建模结果表明,随着正应力的增加,裂纹的孔隙率和纵横比均呈负指数下降,而随着正应力的增大,裂纹密度呈正指数下降。包含具有较低裂纹纵横比,较高裂纹密度和(或)较高裂纹孔隙率的裂纹的岩石具有较强的应力敏感性。对于不同的裂缝结构,裂缝密度的应力敏感性系数变化较大,这表明裂缝密度的应力敏感性系数应该是定量识别和预测地下岩石裂缝的潜在有效属性。 (C)2016 Elsevier B.V.保留所有权利。

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