Experimental research on the effects of crack density based on synthetic sandstones contain controlled fractures

IF 1.6 4区 地球科学 Q3 GEOCHEMISTRY & GEOPHYSICS 地球物理学报 Pub Date : 2015-01-01 DOI:10.6038/CJG20150425
P. Ding, B. Di, Jianxin Wei, Xiang-Yang Li
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引用次数: 2

Abstract

Fracture development and distribution in underground rocks have strong influence on rock properties, understanding the fracture system is critical to the oil and gas reservoir detection and production, groundwater resource, underground wastes storage, mining, seismology and CO2 capture and storage.Due to the complex fracture distribution and geometry in nature rocks, the lack of information about fracture parameters (fracture density, length and thickness) makes the nature rock cannot be used in laboratory experiments. Rock physics experiments require the controlled and known fracture parameters and orientation in rock samples, thus synthetic samples were used to represent fractured rocks in several previous studies. However, the fractures were represented by other week material, such as silica rubber imbedded in epoxy solid, to simulate the fractured rocks in previous studies. The materials used to construct the samples (Lucite, silica rubber, sand bonded by epoxy) were very different from nature rocks, the solid representing background matrix and the week material representing fractures have no porous and fracture space and saturated fluids. In this study, we use new construction method based on material science progress to build synthetic samples which have similar mineral component, porous structure, cementation as nature rocks. The synthetic rock containing controlled fracture geometry provides a different way to create fractured rocks to observe the seismic anisotropy influenced by fracture parameters and fluids. The synthetic rocks are tested under high pressure to observe the pressure sensitivity, and SEM is used to observe the porous structure and fractures distrubution. We build a set of synthetic rocks to observe the effect of fractures upon seismic wave velocity and anisotropy. The samples are measured with 0.5 MHz transducers. P and S wave velocity in different propagation directions of these four samples are measured when saturated by air and water.The experimental results can help in investigating the relationship between fracture density and P and S wave anisotropy in fractured reservoirs. The measurement results show that the P wave velocity and anisotropy is significantly influenced by saturating fluid. Shear wave velocity, shear wave splitting and shear wave anisotropy are less sensitive to saturating fluid but significantly affected by fracture density. P wave velocities in perpendicular direction show significant influences of fracture, the velocity decreases as the fracture density increases. Shear wave velocity in perpendicular direction decreases with the increasing fracture density, the difference between fast shear wave and slow shear wave velocity is smaller in this direction. However the slow shear wave velocity is more sensitive to fracture density than fast shear wave velocity in parallel direction, thus the difference of fast and slow shear wave velocity in parallel direction increases as the fracture density increases. P wave velocity is more sensitive to saturating fluids, as the velocity is higher in water saturation than air saturation. P wave anisotropy is much higher in air saturation, but decreases while saturated by water. Shear wave velocity and anisotropy is less sensitive to fluid saturation, but is more sensitive to fracture density since shear wave anisotropy increases significantly with increasing fracture density.The new construction process can provide more realistic rocks for rock physics experiments, in which the fracture parameters can be controlled. The measurement results show that P wave velocity and anisotropy is very sensitive to fluid saturation, P wave anisotropy decreases while rock is saturated by fluid with higher modulus. Shear wave velocity is not sensitive to fluids but is significantly influenced by fracture density.
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基于含控制裂缝的合成砂岩裂缝密度影响试验研究
裂缝在地下岩石中的发育和分布对岩石的性质有很大的影响,了解裂缝系统对油气储层的探测和开采、地下水资源、地下废弃物的储存、采矿、地震学和二氧化碳的捕集与封存都至关重要。由于天然岩石中的裂缝分布和几何形状复杂,缺乏有关裂缝参数(裂缝密度、长度和厚度)的信息,使得天然岩石无法用于实验室实验。岩石物理实验需要岩石样品中已知可控的裂缝参数和方向,因此在之前的一些研究中使用合成样品来表示裂缝岩石。然而,在以往的研究中,裂缝是用其他材料来表示的,如嵌套在环氧固体中的硅橡胶来模拟裂缝岩石。构建样品的材料(Lucite、硅橡胶、环氧胶结砂)与天然岩石有很大不同,代表背景基质的固体和代表裂缝的周材料没有孔隙和裂缝空间,流体饱和。在本研究中,我们采用基于材料科学进展的新型构建方法,构建了与天然岩石具有相似矿物成分、多孔结构、胶结性的合成样品。控制裂缝几何形状的合成岩石提供了一种不同的方法来创建裂缝岩石,以观察受裂缝参数和流体影响的地震各向异性。对合成岩石进行高压测试,观察其压力敏感性,并利用扫描电镜观察其孔隙结构和裂缝分布。为了观察裂缝对地震波速度和各向异性的影响,我们建立了一套合成岩石。样品用0.5 MHz换能器测量。在空气和水的饱和条件下,测量了这四个样品在不同传播方向上的P波和S波速度。实验结果有助于研究裂缝性储层裂缝密度与纵横波各向异性的关系。测量结果表明,饱和流体对纵波速度和各向异性有显著影响。剪切波速、剪切波分裂和剪切波各向异性对饱和流体不太敏感,但受裂缝密度的影响较大。垂直方向纵波速度受裂缝影响显著,随裂缝密度的增大而减小。垂直方向上的横波速度随裂缝密度的增大而减小,该方向上的快、慢横波速度差较小。而在平行方向上,慢横波速度比快横波速度对裂缝密度更敏感,因此平行方向上的快慢横波速度差随着裂缝密度的增大而增大。纵波速度对饱和流体更为敏感,因为水饱和时的速度高于空气饱和时的速度。在空气饱和条件下,纵波各向异性要大得多,在水饱和条件下,纵波各向异性减小。横波速度和各向异性对流体饱和度的敏感性较低,而对裂缝密度的敏感性较高,横波各向异性随裂缝密度的增加而显著增大。新的施工工艺可以为岩石物理实验提供更真实的岩石,裂缝参数可以控制。测量结果表明,纵波速度和各向异性对流体饱和度非常敏感,当岩石被高模量流体饱和时,纵波各向异性减小。剪切波速对流体不敏感,但受裂缝密度的影响较大。
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来源期刊
地球物理学报
地球物理学报 地学-地球化学与地球物理
CiteScore
3.40
自引率
28.60%
发文量
9449
审稿时长
7.5 months
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