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干湿循环下预崩解炭质泥岩孔隙结构特征

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以预崩解炭质泥岩为研究对象,基于马尔可夫链-蒙特卡洛法(MCMC)和原始SEM图像,重构不同干湿循环次数下的二维图像和三维孔隙模型,重构结果以孔隙率为控制条件,分别与原始图像、压汞试验结果比较,验证重构模型的可靠性.结果表明,随着领域范围的扩大,重构二维图像孔隙含量及孔隙形态与原始SEM图像的适配度均增大,不同干湿循环次数下的孔隙率误差率最大为1.77%,最小为0.91%;干湿循环后,预崩解炭质泥岩孔隙分布曲线整体向右、向上移动,6次干湿循环后,曲线呈现四峰特征,0.1~2μm范围内峰值增大至0.120 6%;重构的三维孔隙模型整体孔隙率分别为10.887%,25.176%,31.259%,31.838%,与原始图像的孔隙率误差最大为3.316%,与压汞试验结果相差值最大为3.96%;将重构的三维孔隙模型均分为5层,每层的孔隙率与压汞试验得到的每层孔隙率误差最大为3.28%.重构的预崩解炭质泥岩三维孔隙模型可靠性较强,可用于研究预崩解炭质泥岩在不同干湿循环次数下的强度、渗流特性等数值模拟试验.
Pore Structure Characteristics of Pre-disintegrated Carbonaceous Mudstone Under Dry and Wet Cycle
Taking pre-disintegrated carbonaceous mudstone(PCM)as the research object,based on Markov chain-Monte Carlo method(MCMC)and the original SEM image,the two-dimensional image and three-dimensional pore model under different dry and wet cycles were reconstructed.The recon-structed results were compared with the original image and mercury injection test results respectively,with the porosity as the control condition,to verify the reliability of the reconstructed model.The re-sults show that with the enlargement of the domain scope,the fit between the reconstructed two-di-mensional image and the original SEM image increases.The maximum porosity error rate is 1.77%and the minimum porosity error rate is 0.91%under different dry and wet cycles.After the dry-wet cycle,the pore distribution curve of the pre-disintegrated carbonaceous mudstone moves to the right and upward.After six dry and wet cycles,the curve shows four peaks,with the peak value increasing to 0.120 6%in the range of 0.1~2 μm.The overall porosity of the reconstructed 3D pore model is 10.887%,25.176%,31.259%and 31.838%,respectively.There is a maximum porosity error of 3.316%compared to the original image,and a maximum difference of 3.96%compared to the mercu-ry injection test results.The reconstructed 3D pore model is divided into 5 layers,and the maximum error between the porosity of each layer and that obtained by mercury injection test is 3.28%.The re-constructed 3D pore model of pre-disintegrated carbonaceous mudstone has strong reliability,and can be used for numerical simulation tests to study the strength and seepage characteristics of pre-disinte-grated carbonaceous mudstone under different dry and wet cycles.

embankment engineeringpre-disintegrated carbonaceous mudstonepore modelpore re-construction

邱健

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湖北交投十巫南高速公路有限公司 武汉 430101

路堤工程 预崩解炭质泥岩 孔隙模型 孔隙重构

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(5)