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Laboratory study of permeability evolution in a 'tight' sandstone under non-hydrostatic stress conditions

机译:非静水应力条件下“致密”砂岩渗透性演化的室内研究

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Hydrostatic and triaxial compression experiments have been conducted to investigate the evolution of fluid permeability and fluid storage capacity in Tennessee sandstone, a lowperosity 'tight' reservoir sandstone. A newly-developed single-ended transient pulse permeability measurement technique has been used for this study. Under hydrostatic stress, both permeability and specific storage are demonstrated to be dependent upon effective confining pressure. The evolution of axial permeabiliyt as function of increasing compressive deviatoric axial stress has been investigated in triaxial compression experiments. All samples were deformed within the brittle faulting regime. Both permeability and specific storage decrease during compaction, and subsequently increase when axially-aligned dilatant microcracking becomes dominant. Brittle failure is sometimes accompanied by a transient increase in permeeability by as much as 1.5 orders of magnitude. Following brittle failure the permeability is controlled by the properties of the fault rock. Permeability decreases as stable sliding occurs on the fault up to large axial strains, such that the fault may act as an inpermeable seal to migrating fluids.
机译:进行了静水压和三轴压缩实验,以研究田纳西州砂岩(低渗“致密”储层砂岩)的流体渗透率和储液能力的变化。这项研究使用了一种新开发的单端瞬态脉冲磁导率测量技术。在静水压力下,渗透率和比储量都被证明取决于有效围压。在三轴压缩实验中已经研究了轴向磁导率随压缩偏斜轴向应力的增加而变化的过程。所有样品均在脆性断层范围内变形。渗透率和比储存都在压实过程中降低,并且随后在轴向排列的膨胀微裂纹占优势时增加。脆性破坏有时伴随着渗透性的瞬时增加多达1.5个数量级。脆性破坏后,渗透率由断层岩的性质控制。当在断层上发生稳定的滑动时,直到大的轴向应变,渗透率都会降低,从而使断层可以作为迁移流体的不可渗透的密封。

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