Laboratory Comparison of Natural Fractures and Induced Fracture Permeability Variations Under Simulated Dynamic Reservoir Conditions

A. Santagati, Adnan H. Makrami, Edwin T. Caliboso
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Abstract

The objective of this study is to compare the laboratory behavior of natural (Mode II) and induced (Mode I and II) fractures during stress-dependent permeability tests (SDk) to verify under which conditions the hydraulic behavior of induced fractures may be assumed to be representative of that of in-situ natural fractures. Fracture modes are identified by the way the force that enables the crack to propagate is applied and may be of three different types. Mode I fractures (propagated by a tensile stress normal to the plane of the crack) and Mode II fractures (propagated by a shear stress acting parallel to the plane of the crack and perpendicular to the crack front) are of import in the present study. To test under which conditions this assumption may hold, cylindrical specimens of different rock types including plugs with an intact matrix and plugs with a natural fracture propagating through their body were selected. When possible, the plugs were grouped in pairs so as to form homogeneous sets characterized by a coherence in specific matrix properties (porosity, density, permeability), with each pair including a plug containing a natural fracture. Induced Mode I and Mode II fractures were then propagated axially through the intact specimens and each plug set was tested for SDk. All of the tests were run under similar triaxial test conditions.
模拟动态储层条件下天然裂缝与诱导裂缝渗透率变化的实验室比较
本研究的目的是比较应力相关渗透率测试(SDk)中天然裂缝(II型)和诱导裂缝(I型和II型)的实验室行为,以验证在哪些条件下诱导裂缝的水力行为可以被认为代表原位天然裂缝的水力行为。断裂模式是通过施加使裂纹扩展的力的方式来识别的,可能有三种不同的类型。I型裂缝(由垂直于裂缝平面的拉应力扩展)和II型裂缝(由平行于裂缝平面并垂直于裂缝前缘的剪应力扩展)在本研究中具有重要意义。为了测试这种假设在什么条件下成立,我们选择了不同岩石类型的圆柱形样本,包括具有完整基质的塞和具有穿过其本体的天然裂缝的塞。在可能的情况下,将桥塞成对组合,以形成具有特定基质特性(孔隙度、密度、渗透率)一致性的均匀组,每对桥塞都包含一条天然裂缝。然后,诱导I型和II型裂缝向轴向通过完整的试件进行扩展,并对每组桥塞进行SDk测试。所有试验均在相似的三轴试验条件下进行。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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