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浙江大学学报(工学版)  2026, Vol. 60 Issue (11): 2492-2502    DOI: 10.3785/j.issn.1008-973X.2026.11.018
土木工程、交通工程     
高庙子膨润土的孔隙结构特征及其对渗流特性的影响
杨光昌1(),巩信1,张博1,吴楠2,刘洋1,涂洪亮3
1. 北京科技大学 未来城市学院,北京 100083
2. 苏州城市学院 智能制造与智慧交通学院,江苏 苏州 215104
3. 中国科学院武汉岩土力学研究所,湖北 武汉 430071
Pore structure characteristics of Gaomiaozi bentonite and their influence on seepage properties
Guangchang YANG1(),Xin GONG1,Bo ZHANG1,Nan WU2,Yang LIU1,Hongliang TU3
1. School of Future Cities, University of Science and Technology Beijing, Beijing 100083, China
2. School of Intelligent Manufacturing and Smart Transportation, Suzhou City University, Suzhou 215104, China
3. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
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摘要:

利用CT扫描构建高庙子膨润土三维数字图像模型,通过优化图像处理方法提升孔隙结构重建精度. 结合高分辨率SEM二维图像统计结果,以分形维数和孔隙率为约束,提取三维图像模型表征单元体. 利用最大球法构建孔隙网络模型,从几何形态、拓扑结构和空间均质性定量分析孔隙结构特征及其对渗流特性的影响. 结果表明:所研究高庙子膨润土试样的孔隙半径主要集中于45~105 μm,近似正态分布,喉道半径小于45 μm的占比为90%,区域形状因子集中分布区间为2~15;配位数为1~4的孔隙约占60%,欧拉3D数值为1和0时的孔隙较为集中,拓扑结构相对较为简单;孔喉比为1~4的单元约占70%,孔隙扁平度与伸长率分布集中,空间均质性较好. 渗透率呈多数量级分布(1.0×10?16~1.0×10?21 m2),约73%孔喉单元属1.0×10?16~1.0×10?18 m2的优势流区;15%的孔隙通道无渗流贡献,其临界孔径与喉道半径分布一致且与孔喉比呈负相关,不同临界孔径的配位数分布类似.

关键词: 高庙子膨润土;  孔隙结构;  微观表征;  渗流;  孔隙网络模型    
Abstract:

With the use of CT scanning to construct a 3D digital image model of Gaomiaozi bentonite, the reconstruction accuracy of the pore structure was improved through optimized image processing methods. By combining statistical results from high-resolution 2D SEM images, the representative elementary volumes of the 3D image model were extracted using fractal dimension and porosity as constraints. A pore network model was constructed via the maximum sphere method, and the pore structure characteristics and their effects on seepage properties were quantitatively analyzed in terms of geometric morphology, topological structure, and spatial homogeneity. Results show that: the pore radii of the studied Gaomiaozi bentonite samples mainly concentrate in the range of 45–105 μm, showing an approximately normal distribution; throat radii smaller than 45 μm account for 90%, and the regional shape factor is concentrated in the range of 2–15. Pores with a coordination number of 1–4 account for approximately 60%; pores with Euler 3D values of 1 and 0 are more concentrated, indicating relatively simple topological structures. Units with a pore-throat ratio of 1–4 account for about 70%; pore flatness and elongation show concentrated distributions, indicating good spatial homogeneity. Permeability spans multiple orders of magnitude (1.0×10?16–1.0×10?21 m2), with approximately 73% of pore-throat units belonging to the dominant flow region (1.0×10?16–1.0×10?18 m2). About 15% of pore channels show no seepage contribution, whose critical pore diameters are consistent with the throat radius distribution and negatively correlated with the pore-throat ratio. Coordination number distributions for different critical pore diameters are also similar.

Key words: Gaomiaozi bentonite    pore structure    microscopic characterization    seepage    pore network model
收稿日期: 2025-10-26 出版日期: 2026-10-16
CLC:  TP 393  
基金资助: 国家重点研发计划资助项目(2023YFC3707802);国家自然科学基金青年项目(52108296).
作者简介: 杨光昌(1990—),男,副教授,从事复杂环境下土力学研究. orcid.org/0000-0001-5114-6884. E-mail:yang3ang@ustb.edu.cn
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杨光昌,巩信,张博,吴楠,刘洋,涂洪亮. 高庙子膨润土的孔隙结构特征及其对渗流特性的影响[J]. 浙江大学学报(工学版), 2026, 60(11): 2492-2502.

Guangchang YANG,Xin GONG,Bo ZHANG,Nan WU,Yang LIU,Hongliang TU. Pore structure characteristics of Gaomiaozi bentonite and their influence on seepage properties. Journal of ZheJiang University (Engineering Science), 2026, 60(11): 2492-2502.

链接本文:

https://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2026.11.018    或    https://www.zjujournals.com/eng/CN/Y2026/V60/I11/2492

图 1  高庙子膨润土二维SEM图像
图 2  膨润土试样三维数字图像模型渲染效果
图 3  基于模型像素灰度分布的图像增强方式
图 4  图像降噪处理方法滤波效果对比
图 5  图像分割效果对比
图 6  SEM模型的分形维数和孔隙率
图 7  CT图像模型的分形维数和孔隙率
图 8  孔隙网络模型构建
图 9  孔隙结构几何形态特征统计分析
图 10  孔隙结构区域形状因子统计分析
图 11  孔隙结构拓扑结构特征统计分析
图 12  孔隙结构空间均质性特征统计分析
图 13  孔隙网络模型中的渗流场速度分布
图 14  孔隙网络模型中的渗透率分布
图 15  临界孔径分布
图 16  无渗流区域不同临界孔径范围的配位数分布
图 17  无渗流区域不同临界孔径范围的孔喉比分布
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