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浙江大学学报(工学版)
土木工程、水利工程、交通工程     
基于SEM和IPP测定软黏土接触面积的试验
徐日庆1,2,徐丽阳1,2,邓祎文1,2,朱亦弘1,2
1. 浙江大学 滨海和城市岩土工程研究中心,浙江 杭州 310058;2. 浙江大学 软弱土与环境土工教育部重点实验室,浙江 杭州 310058
Experimental study on soft clay contact area based on SEM and IPP
XU Ri-qing1,2, XU Li-yang1,2, DENG Yi-wen1,2, ZHU Yi-hong1, 2
1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China;2. Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang University,
Hangzhou 310058, China
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摘要:

为了研究软黏土的微观结构和宏观性质之间的关系,以浙大紫金港软黏土为研究对象,采用扫描电子显微镜(SEM)研究黏土微观结构,对微观结构进行定性分析,描述微观形貌特征.基于Image Pro-Plus软件对SEM图像作定量分析,提出基于实测孔隙率的灰度阈值分割方法处理图像技术,重点测定了接触面积,并得到孔隙面积比与孔隙率的定量关系.结果表明:浙大紫金港软黏土的微观结构是由霜叶状的土颗粒排列成类似蜂窝状结构;孔隙面积比和孔隙率之间存在幂函数关系.建立了微观和宏观之间的量化关系. 

Abstract:

In order to study soft clay microstructure and find the relation with soil macro-mechanical properties, ZJU-Zijingang clay was taken as an example in the paper. Microstructure characteristics of ZJU-Zijingang clay were observed using scanning electron microscope (SEM) and were quantitatively studied using Image Pro-Plus (IPP) software.The microstructure characteristics of soft clay were described. The Gray Threshold Partition Method was proposed according to soil porosity obtained in laboratory tests. The concact area and the porosity were mainly measured. Finally the relationship between the pore area ratio and the porosity was established. The results show that ZJU-Zijingang clay microstructure is honeycomb structure that consists of clay particles like winter withered leaves. There is a power function relationship between the pore area ratio and the porosity. The quantitative relation between micro and macro is established.

出版日期: 2015-08-01
:  TU 411.92  
基金资助:

国家自然科学基金资助项目(51178420),国家科技支撑计划资助项目(2012BAJ01B04)

通讯作者: 徐日庆(1962—),男,教授,博导.从事土的本构关系方面的研究.     E-mail: xurq@zju.edu.cn
作者简介: 徐日庆(1962—),男,教授,博导. E-mail: xurq@zju.edu.cn
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引用本文:

徐日庆,徐丽阳,邓祎文,朱亦弘. 基于SEM和IPP测定软黏土接触面积的试验[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2015.08.003.

XU Ri-qing, XU Li-yang, DENG Yi-wen, ZHU Yi-hong. Experimental study on soft clay contact area based on SEM and IPP. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2015.08.003.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2015.08.003        http://www.zjujournals.com/eng/CN/Y2015/V49/I8/1417

[1] 卡尔·塔萨奇,雷尔夫·泼克.工程实用土力学[M].蒋彭年,译.北京: 水利电力出版社, 1960.
[2] 胡瑞林.黏性土微观结构定量模型及其工程地质特征研究[M].北京:地质出版社, 1995: 313.
[3] 谭罗荣.土的微观结构研究概况和发展[J].岩土力学,1983, 4(1): 73-86.
TAN Luo-rong. The review and development of the microstructure research of the soil [J]. Rock and Soil Mechanics, 1983, 4(1): 73-86.
[4] 沈珠江.土体结构性的数学模型——21世纪土力学的核心问题[J].岩土工程学报,1996, 18(1): 95-97.
SHEN Zhu-jiang. The mathematical model of soil structure-key of 21st century soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(1): 95-97.
[5] 施斌,姜洪涛.黏性土的微观结构分析技术研究[J].岩石力学与工程学报, 2001, 20(6): 864-870.
SHI Bin, JIANG Hong tao. Research on the analysis techniques for clayey soil microstructure[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(6): 864-870.
[6] 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——中国地质大学学报,2000, 25(2): 215-220.
ZHOU Cui-ying. Research on soil mass microstructure and some progresses on soil mechanics[J]. Earth Science—Journal of China University of Geosciences, 2000, 25(2): 215-220.
[7] 施斌.黏性土微观结构研究回顾与展望[J].工程地质学报,1996, 4(1): 39-44.
SHI Bin. Review and prospect on the microstructure of clayey soil [J]. Journal of Engineering Geology, 1996, 4(1): 39-44.
[8] 李生林,秦素娟,薄遵昭,等.中国膨胀土工程地质研究[M].南京:江苏科学技术出版社, 1992: 171-177.
[9] 吴义祥.工程黏性土微观结构的定量评价[J].中国地质科学院院报,1991, 23: 43-151.
WU Yi-xiang. Quantitative approach on micro-structure of engineering clay [J]. Journal of Chinese Academy of Geological Sciences, 1991, 23: 43-151.
[10] 宋丙辉,谌文武,吴玮江,等.舟曲锁儿头滑坡滑带土微结构的分形研究[J].岩土工程学报,2011,33(增刊1): 292-297.
SONG Bing-hui, CHEN Wen-wu, WU Wei-jiang, et al. Microstructure fractal of sliding zone soil of Suoertou landslide in Zhouqu [J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S1): 292-297.
[11] 戴张俊,陈善雄,罗红明,等.南水北调中线膨胀土、岩微观特性及其性质研究[J].岩土工程学报,2013, 35(5): 948-954.
DAI Zhang-jun, CHEN Shan-xiong, LUO Hong-ming, et al. Microstructure and characteristics of expansive soil and rock of middle route of South-to-North Water Diversion Project [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 948-954.
[12] TAN T K. Structure mechanics of clays [J]. Scientia Sinica, 1959, 8: 93-97.
[13] MOURET M, RINGOT E, BASCOUL A. Image analysis: a tool for the characterization of hydration of cement in concrete-metrological of magnification on measurement [J]. Cement and Concrete Composites, 2001, 23: 201-206.
[14] SCRIVNER 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[C] ∥STRUBLE J and BROWN P. Microstructural Development During the Hydration of Cement. Leslie: MRS Symposium, 1986: 67-76.
[15] 洪宝宁,刘鑫. 土体微细结构理论与试验[M]. 北京: 科学出版社, 2010.
[16] 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.
[17] 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.
[18] 周健,贾敏才.土工细观模型试验与数值模拟[M].北京: 科学出版社, 2008.
[19] RAFAEL C, GONZALEZ, RICHARD E W. Digital image processing [M]. 2nd ed, Beijing: Publishing House of Electronics Industry, 2003: 617-624.
[20] BRAJA M D. Advanced soil mechanics[M]. Oxford: Taylor & Francis, 2008.
[21] 张先伟,王常明,李忠生,等.不同地区结构性软土基本性质的对比研究[J].工程勘察, 2010, (5): 6-10.
Zhang xian-wei, Wang chang-ming, Li zhong-sheng, et al. Contrasting study on fundamental properties of structural soft clay in different areas[J]. Geotechnical Investigation & Surveying, 2010, (5): 6-10.

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