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Investigation of Sandstone Mesostructure Damage Caused by Freeze-Thaw Cycles via CT Image Enhancement Technology

机译:CT图像增强技术冻融循环引起的砂岩介性损伤研究

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The mesostructures of rocks determine their macromechanical properties. These rock mesostructures may be altered by the freeze-thaw cycles in cold regions. In this regard, this paper proposes a quantitative evaluation method based on computed tomography (CT) scanning technology for investigating the mesostructure and damage characteristics of sandstone subjected to freeze-thaw conditions. CT scan images of two sandstones with different grain sizes were obtained after 0, 20, 40, 60, 80, and 100 freeze-thaw cycles, using a high-precision CT scanner. Based on the microphysical information contained in these CT images, pseudo-color-enhancement of the CT images of rocks subjected to freeze-thaw cycles was realized. The use of such a pseudo-color-enhancement technique can improve the resolution of CT images. Thus, particle detachment, crack initiation, crack propagation, and increased porosity due to the volumetric expansion of water inside the rock could be detected and clearly observed. Furthermore, a numerical expression for the mesostructure and damage information contained in the pseudo-color-enhanced images is presented herein; this serves as a convenient method for quantitative analyses of sandstone damage under freeze-thaw cycles. An analysis of the pseudo-color-enhanced images shows that, under freeze-thaw cycles, damage propagation in sandstone originates from existing damage or defect sites. After the stages of crack (pore) formation, penetration, and propagation, the freeze-thaw cycle-induced damage increases gradually, while the effective bearing area of the rock decreases continuously. Herein, a schematic of a conceptual model for the freeze-thaw cycle-induced deterioration in sandstone mesostructures is presented. Damage propagation models for sandstones with two different grain sizes subjected to freeze-thaw cycles were also developed. Based on the damage mechanics theory, a damage variable expressed in terms of the pore area was defined. Moreover, the relationship between this damage variable and the freeze-thaw cycles was established.
机译:岩石的思科确定了它们的大致力学性质。这些岩石型结构可以通过冷区内的冻融循环改变。在这方面,本文提出了基于计算断层扫描(CT)扫描技术的定量评估方法,用于研究经受冻融条件的砂岩的思科和损伤特征。使用高精度CT扫描仪在0,20,40,60,80和100冻结循环后获得具有不同晶粒尺寸的两个砂岩的CT扫描图像。基于这些CT图像中包含的微微物理信息,实现了经受冻融循环的岩石的CT图像的伪颜色增强。这种伪颜色增强技术的使用可以改善CT图像的分辨率。因此,可以检测和清楚地观察到由于岩石内部水体积膨胀引起的粒子脱离,裂纹引发,裂纹传播和增加的孔隙率。此外,本文介绍了伪颜色增强图像中包含的跨性结构和损坏信息的数值表达;这是冻融循环下的砂岩损伤定量分析的方便方法。对伪颜色增强图像的分析表明,在冻融循环下,砂岩中的损伤传播来自现有的损害或缺陷站点。在裂纹(孔)形成,渗透和繁殖的阶段之后,冻融循环诱导的损伤逐渐增加,而岩石的有效轴承面积连续降低。这里,介绍了砂岩腹腔结构中的冻融循环诱导的劣化劣化概念模型的示意图。还开发了具有两种不同晶粒尺寸的砂岩损伤传播模型进行了冻融循环。基于损伤力学理论,定义了孔隙区域表示的损伤变量。此外,建立了该损伤变量与冻融循环之间的关系。

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