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Insights into pore-scale controls on mudstone permeability through resedimentation experiments

机译:通过沉降实验洞察泥岩渗透率的孔隙尺度控制

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摘要

At a given porosity, mudstone permeability increases by an order of magnitude for clay contents ranging from 57% to 36% (<2 m). This increase in vertical permeability results from a dual-porosity system that develops through three mechanisms: (1) silt bridging preserves large pore throats, (2) stress bridges inhibit clay particle alignment, and (3) local clay particle compression within stress bridges alters pore throat size distribution. Uniaxial consolidation experiments on resedimented clay-silt mixtures illuminate how permeability varies as a function of clay fraction during burial. Backscattered electron microscope images show that silty mixtures have larger pore throats and fewer aligned clay particles than do more clay-rich mixtures. We describe the permeability of clay-silt mixtures with a geometric mean model. Our method provides a promising framework for modeling of mudstone permeability as a function of clay fraction and porosity. How permeability and consolidation evolve during burial affects the ability of mudstones to seal CO_2 and hydrocarbons in the subsurface, how mudstones behave as gas reservoirs, and under what conditions mudstones will be overpressured. Dualporosity systems have fundamentally different transient fl ow and solute transport behaviors.
机译:在给定的孔隙度下,粘土含量范围从57%到36%(<2 m),泥岩渗透率增加了一个数量级。垂直渗透率的增加是由于通过三种机制形成的双孔隙系统引起的:(1)淤泥桥接保留了大的孔喉;(2)应力桥抑制了粘土颗粒的排列;(3)应力桥中的局部粘土颗粒压缩发生了变化孔喉尺寸分布。对再沉积的粘土-淤泥混合物进行单轴固结实验,揭示了在埋藏过程中渗透率如何随粘土分数的变化而变化。反向散射电子显微镜图像显示,粉质混合物比更多的富含粘土的混合物具有更大的孔喉和更少的排列的粘土颗粒。我们用几何均值模型描述了粘土-淤泥混合物的渗透性。我们的方法为泥岩渗透率随粘土分数和孔隙度的函数建模提供了有希望的框架。埋藏过程中渗透性和固结的演化方式会影响泥岩封闭地下CO_2和碳氢化合物的能力,泥岩作为气藏的行为方式以及在什么条件下泥岩会超压。双孔系统具有根本不同的瞬变流量和溶质传输行为。

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