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基于扫描电镜图像的土体三维视孔隙率定量计算方法

冯怀平, 马德良, 刘启塬, 叶朝良

冯怀平, 马德良, 刘启塬, 叶朝良. 基于扫描电镜图像的土体三维视孔隙率定量计算方法[J]. 岩土工程学报, 2019, 41(3): 574-580. DOI: 10.11779/CJGE201903021
引用本文: 冯怀平, 马德良, 刘启塬, 叶朝良. 基于扫描电镜图像的土体三维视孔隙率定量计算方法[J]. 岩土工程学报, 2019, 41(3): 574-580. DOI: 10.11779/CJGE201903021
FENG Huai-ping, MA De-liang, LIU Qi-yuan, YE Chao-liang. Method for calculating three dimensional apparent porosity of soils based on SEM images[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 574-580. DOI: 10.11779/CJGE201903021
Citation: FENG Huai-ping, MA De-liang, LIU Qi-yuan, YE Chao-liang. Method for calculating three dimensional apparent porosity of soils based on SEM images[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 574-580. DOI: 10.11779/CJGE201903021

基于扫描电镜图像的土体三维视孔隙率定量计算方法  English Version

基金项目: 国家自然科学基金项目(51478279); 中国铁路总公司科技研究开发计划重点课题(2017G008-G)
详细信息
    作者简介:

    冯怀平(1975- ),男,副教授,博士生导师,主要从事非饱和土测试及数值模拟等方面的研究工作。E-mail: fenghuaiping@stdu.edu.cn。

    通讯作者:

    叶朝良,E-mail:yechl@stdu.edu.cn

Method for calculating three dimensional apparent porosity of soils based on SEM images

  • 摘要: 通过扫描电镜来观察土体微观结构是目前研究微观土力学的重要手段。目前,大部分通过SEM图像反映土体孔隙率的研究多采用二维表观孔隙率定性分析,而此时得到是土体的二维表观孔隙率难以反映土体真实的三维孔隙率。因此,建立一种基于二维扫描图像计算三维孔隙率的计算方法具有重要研究意义。基于SEM电镜扫描图像,利用SEM图像处理软件IPP,变换不同的阈值得到不用阈值下的二维表观孔隙率,并且引入二重积分的思想,提出了一种基于SEM扫描电镜二维图像确定土体三维视孔隙率的计算方法。最后对不同种类的土进行了对比试验验证,结果表明本文提出的计算方法能够较好地反映土体真实的三维孔隙率。
    Abstract: It is an important method to study the microstructure of soils by using the scanning electron microscopy (SEM). The recent researches on the microscopic porosity of the soils are based on the two-dimensional methods. The research methods mainly use the calibrated porosity to get the observation of the microstructural image of the soils and the apparent porosity. However, the microstructure by this way cannot conform to the change of the soil pores. Therefore, it is essential to learn the microstructure of the soils by using the SEM images and establish the quantitative relationship between the two-dimensional scanning image and the three-dimensional pore structure. Based on the SEM images and the double-integral method, a method for determining the three-dimensional unilateral apparent porosity of the soils with two-dimensional SEM images is proposed, and the comparitive tests on different soils are also carried out. The results show that the proposed method can reflect the three-dimensional porosity of the soils correctly.
  • [1] JIANG M J, LI T, HU H J, et al.DEM analyses of one-dimensional compression and collapse behaviour of unsaturated structural loess[J]. Computers and Geotechnics, 2014, 60(1): 47-60.
    [2] 周萃英. 土体微观结构研究与土力学的发展方向—若干进展与思考[J]. 地球科学, 2000, 25(2): 215-220.
    (ZHOU Cui-ying.Research into soil mass microstructure and some progresses on soil mechanics[J]. Earth Science, 2000, 25(2): 215-220. (in Chinese))
    [3] 张伏光, 蒋明镜. 基于微观破损机理的胶结砂土三维本构模型研究[J]. 岩土工程学报, 2018, 40(8): 1424-1432.
    (ZHANG Fu-guang, JIANG Ming-jing.A study on the three-dimensional constitutive model for cemented sands based on the micro-mechanism of bond degradation[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1424-1432. (in Chinese))
    [4] 唐朝生, 施斌, 王宝军. 基于SEM土体微观结构研究中的影响因素分析[J]. 岩土工程学报, 2008, 30(4): 560-565.
    (TANG Chao-sheng, SHI Bin, WANG Bao-jun.Factors affecting analysis of soil microstructure using SEM[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 560-565. (in Chinese))
    [5] 裘国荣. 黄土震陷变形的微结构控制机理研究[D]. 兰州: 中国地震局兰州地震研究所, 2010.
    (QIU Guo-rong.The research about seismic subsidence of loess controlled by microstructure[D]. Lanzhou: Lanzhou Institute of Seismology, China Earthquake Administration, 2010. (in Chinese))
    [6] 羊群芳. 基于湿陷、震陷、液化灾害的黄土微结构研究[D]. 兰州: 兰州大学, 2011.
    (YANG Qun-fang.Microstructure of loess in collapsibility, seismic subsidence and liquefaction[D]. Lanzhou: Lanzhou University, 2011. (in Chinese))
    [7] 张先伟, 孔令伟, 郭爱国, 等. 基于SEM和MIP试验结构性黏土压缩过程中微观孔隙的变化规律[J]. 岩石力学与工程学报, 2012, 31(2): 406-412.
    (ZHANG Xian-wei, KONG Ling-wei, GUO Ai-guo, et al.Evolution of microscopic pore of structured clay in compression process based on SEM and MIP test[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(2): 406-412. (in Chinese))
    [8] 陈宾, 周乐意, 赵延林, 等. 干湿循环条件下红砂岩软弱夹层微结构与剪切强度的关联性[J]. 岩土力学, 2018, 39(5): 1633-1642.
    (CHEN Bin, ZHOU Le-yi, ZHAO Yan-lin, et al.Relationship between microstructure and shear strength of weak interlayer of red sandstone under dry and wet cycles[J]. Rock and Soil Mechanics, 2018, 39(5): 1633-1642. (in Chinese))
    [9] 张泽林, 吴树仁, 唐辉明, 等. 黄土和泥岩的动力学特性及微观损伤效应[J]. 岩石力学与工程学报, 2017, 36(5): 1256-1268.
    (ZHANG Ze-lin, WU Shu-ren, TANG Hui-ming, et al.Dynamic characteristics and microcosmic damage effect of loess and mudstone[J]. Chinese Journal of Rock Mechanics & Engineering, 2017, 36(5): 1256-1268. (in Chinese))
    [10] 李顺群, 柴寿喜, 王英红, 等. 阈值选取对黏土微结构参数的影响[J]. 解放军理工大学学报:自然科学版, 2011, 12(4): 354-360.
    (LI Shun-qun, CHAI Shou-xi, WANG Ying-hong, et al.Influence of grey threshold on microstructure for SEM photograph[J]. Journal of PLA University of Science and Technology, 2011, 12(4): 354-360. (in Chinese))
    [11] 宋芬芬. 砂土颗粒细观特性的图像分析[D]. 银川: 宁夏大学, 2016.
    (SONG Fen-fen.The image analysis on sand particles characteristics from microscopic[D]. Yinchuan: Ningxia University, 2016. (in Chinese))
    [12] 樊成意, 梁收运. 土体SEM图像处理中阈值的选取[C]// 第九届全国工程地质大会. 青岛, 2012.
    (FAN Yi-cheng, LIANG Shou-yun.Selection of the threshold of SEM images in process of studing soil microstructure[C]// //the 9th National Congress of Engineering Geology. Qingdao, 2012. (in Chinese))
    [13] LIN B, CERATO A B.Prediction of expansive soil swelling based on four micro-scale properties[J]. Bulletin of Engineering Geology and the Environment, 2012, 71(1): 71-78.
    [14] CUI Z D, JIA Y J.Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups[J]. Engineering Geology, 2013, 164(12): 107-116.
    [15] QUANG N D, CHAI J C.Permeability of lime-and cement-treated clayey soils[J]. Canadian Geotechnical Journal, 2015, 52(9): 1221-1227.
    [16] GYLLAND A S, RUESLÅTTEN H, PANIAGUA P, et al. Microscopy techniques for viewing the inner structure of shear bands in sensitive clays[J]. Geotechnical Testing Journal, 2016, 39(4): 688-694.
    [17] 徐日庆, 邓祎文, 徐波, 等. 基于SEM图像的软土接触面积定量研究[J]. 应用基础与工程科学学报, 2016, 24(2): 295-303.
    (XU Ri-qing, DENG Yi-wen, XU Bo, et al.Soft clay contact area quantitative research based on SEM images[J]. Journal of Basic Science and Engineering, 2016, 24(2): 295-303. (in Chinese))
    [18] 徐日庆, 徐丽阳, 邓祎文, 等. 基于SEM和IPP测定软黏土接触面积的试验[J]. 浙江大学学报, 2015, 49(8): 1417-1425.
    (XU Ri-qing, XU Li-yang, DENG Yi-wen, et al.Experimental study on soft clay contact area based on SEM and IPP[J]. Journal of Zhejiang University, 2015, 49(8): 1417-1425. (in Chinese))
    [19] 徐日庆, 邓祎文, 徐波, 等. 基于SEM图像信息的软土三维孔隙率定量分析[J]. 地球科学与环境学报, 2015, 37(3): 104-110.
    (XU Ri-qing, DENG Yi-wen, XU Bo, et al.Quantitative analysis of soft clay three-dimensional porosity based on SEM image information[J]. Journal of Earth Sciences and Environment, 2015, 37(3): 104-110. (in Chinese))
    [20] 徐日庆, 邓祎文, 徐波, 等. 基于SEM图像的软土三维孔隙率计算及影响因素分析[J]. 岩石力学与工程学报, 2015, 34(7): 1497-1502.
    (XU Ri-qing, DENG Yi-wen, XU Bo, et al.Calculation of three-dimensional porosity of soft soil based on SEM image[J]. Chinese Jounal of Geotechnical Engineering, 2015, 34(7): 1497-1502. (in Chinese))
    [21] 王宝军, 施斌, 蔡奕, 等. 基于GIS的黏性土SEM图像三维可视化与孔隙度计算[J]. 岩土力学, 2008, 29(1): 251-255.
    (WANG Bao-jun, SHI Bin, CAI Yi, et al.3D visualization and porosity computation of clay soil SEM image by GIS[J]. Rock and Soil Mechanics, 2008, 29(1): 251-255. (in Chinese))
    [22] 王宝军. 基于标准差椭圆法SEM图像颗粒定向研究原理与方法[J]. 岩土工程学报, 2009, 31(7): 1082-1087.
    (WANG Bao-jun.Theories and methods for soil grain orientation distribution in SEM by standard deviational ellipse[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1082-1087. (in Chinese))
    [23] 王宝军, 张明瑞, 施斌. 基于坡度坡向原理的黏性土扫描电镜图像颗粒定向性研究[J]. 岩石力学与工程学报, 2010, 29(增刊1): 2951-2957.
    (WANG Bao-jun, ZHANG Ming-rui, SHI Bin.Quantitative analysis of orientation distribution of soil grains based on slope-aspect theory[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S1): 2951-2957. (in Chinese))
    [24] 张雄, 黄廷皓, 张永娟, 等. Image-Pro Plus混凝土孔结构图像分析方法[J]. 建筑材料学报, 2015, 18(1): 177-182.
    (ZHANG Xiong, HUANG Yan-hao, ZHANG Yong-juan, et al.Image-pro plus analysis of pore structure of concrete[J]. Journal of Building Materials, 2015, 18(1): 177-182. (in Chinese))
    [25] 苏彤, 成晓平. 微观土样的制作、撕皮与镀膜[J]. 建材技术与应用, 2001(3): 37-38.
    (SU Tong, CHENG Xiao-ping.Preparation, peeling and coating of micro soil samples[J]. Building Materials Technology and Application, 2001(3): 37-38. (in Chinese))
    [26] MOURET M, RINGOT E, BASCOUL A.Image analysis: a tool for the characterization of hydration of cement in concrete-metrological aspects of magnification on measurement[J]. Cement and Concrete Composites, 2001, 23(2): 201-206.
    [27] SCRIVENER K L, PATEL H H, PRATT P L, et al.Analysis of phases in cement paste using backscattered electron images, methanol adsorption and thermogravimetric analysis[J]. Materials Research Society Symposium Proceedings, 1986, 85(1): 67-76.
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出版历程
  • 收稿日期:  2018-07-10
  • 发布日期:  2019-03-24

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