2020
DOI: 10.1016/j.jngse.2020.103556
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3D microfracture network and seepage characteristics of low-volatility bituminous coal based on nano-CT

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Cited by 47 publications
(19 citation statements)
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“…However, the complex pore and fracture structure makes the application of this model for fluid seepage and other simulations very computationally intensive. In order to optimize the calculation process, a simplified equivalent pore network model with topological structure was developed. , …”
Section: Quantitative Characterization Of Microstructurementioning
confidence: 99%
See 2 more Smart Citations
“…However, the complex pore and fracture structure makes the application of this model for fluid seepage and other simulations very computationally intensive. In order to optimize the calculation process, a simplified equivalent pore network model with topological structure was developed. , …”
Section: Quantitative Characterization Of Microstructurementioning
confidence: 99%
“…3D visualization of microfractures: (a) reconstructed microfracture network and (b) pore network model skeleton of the microfractures. [Reproduced with permission from ref . Copyright 2020, Elsevier B.V.]…”
Section: Quantitative Characterization Of Microstructurementioning
confidence: 99%
See 1 more Smart Citation
“…花岗岩残积土作为一种典型结构性土, 具有孔隙 比大、遇水易失结构性等特点 [1] 。研究表明,当孔隙 孔径较大时, 在降雨等作用下水流可通过孔隙绕过大 部分基质土壤,快速到达土壤深层,即产生孔隙流 [2,3] ,而能传导孔隙流的孔隙被定义为大孔隙。同时, 孔隙流的出现常常诱发降雨型边坡失稳、 渗透变形等 不良地质灾害,甚至威胁人民生命和财产安全 [1] 。 孔隙结构特征直接影响着水分在土体中渗透能 力的强弱。 传统试验观察方法会不可避免地对土体原 有结构产生影响, 因此很难对真实孔隙结构进行三维 (3D)定量表征。近年来,研究人员主要使用计算机断 层扫描(CT 扫描) [4][5][6] 和核磁共振(NMR) [7,8] 等先进技 术进行土体孔隙结构的无损表征。其中 CT 扫描技术 按照尺度又可分为为毫米级、微米级和纳米级三类; 微、纳米级 CT 扫描可以更清晰地观察土体中微、纳 米孔的分布和连通情况;但其对试样要求更加严格, 扫描费用昂贵,且样品扫描区域较小,对含大孔隙土 体代表性不佳。 而核磁共振技术虽然不受样品尺寸限 制,但需通过流体的氢核横向驰豫时间(T 2 )间接反映 孔隙结构特征,且部分孔隙表征效果较差。因此,为 获取土体中大孔隙结构特征, 并平衡土样大小与分辨 率之间的矛盾,毫米级工业 CT 扫描技术是一种更优 的选择 [9] 。 土体广布于自然界,是一种三相体,即固相(土 体基质)、液相(水溶液)和气相(空气) [10] 。水流在土体 中入渗实质上是水在入渗过程中驱赶空气的两相流 问题,而由于大孔隙的存在,水分和溶质在迁移过程 中, 孔隙壁的毛细屏蔽使其优先在大孔隙通道中快速 迁移, 因此深入了解大孔隙流动对揭示土壤中流体在 孔隙中的运移机制极为重要。 传统的两相流研究多采 用试验方法,如玻璃刻蚀、薄片平面驱替等二维方法 [11] ;岩心驱替物理试验、宏观驱替 CT 扫描等三维方 法 [12] ,但以上试验研究成本较高,操作较繁琐困难, 且一般情况精度无法满足工程需要, 更不利于重复性 开展研究。因此,为克服上述试验方法的不足,一些 细观尺度下的数值模拟方法得到了迅速发展和应用 [13][14][15][16] [17] ,国内外学者也已有应用 [18][19][20] ,但由于 量化技术、地域性差异等原因,多集中在二维孔隙结 构模型层面,对 REV 尺度原状花岗岩残积土的真实 [22,23] ,本文参考以往学者对大孔隙的界定方法及 范围 [24,25] [26] 。其中,通过拟合法 [27] [28][29][30][31]…”
Section: 引言unclassified
“…Nano-Computed Tomography (Nano-CT) technique can provide lossless observation images of three-dimensional microstructures. Shi et al [ 5 ] used Nano-CT to characterize the three-dimensional micro-crack structure of low-volatile coal and simulated the permeability characteristics of single-phase water flow in the micro-crack network using COMSOL. Zhao et al [ 6 ] studied the pore structure characteristics of coal via Nano-CT, discussed the computational fluid dynamics simulation method based on the micro-nano pore structure, and then carried out the permeability simulation of the reconstructed microstructure.…”
Section: Introductionmentioning
confidence: 99%