|本期目录/Table of Contents|

[1]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(03):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(03):104-110.
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基于SEM图像信息的软土三维孔隙率定量分析(PDF)
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第37卷
期数:
2015年第03期
页码:
104-110
栏目:
工程地质
出版日期:
2015-05-15

文章信息/Info

Title:
Quantitative Analysis of Soft Clay Three-dimensional Porosity Based on SEM Image Information
文章编号:
1672-6561(2015)03-0104-07
作者:
徐日庆邓祎文徐波来剑平詹学贵徐丽阳陆建阳
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; 3. 杭州武林广场地下商城建设有限公司,浙江 杭州 310058; 4. 云南交通职业技术学院,云南 昆明 650101
Author(s):
XU Ri-qing DENG Yi-wen XU Bo LAI Jian-ping ZHAN Xue-gui XU Li-yang LU Jian-yang
1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, Zhejiang, China; 2. Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou 310058, Zhejiang, China; 3. Hangzhou Wulin Square Underground Mall Counstruction Co., Ltd., Hangzhou 310058, Zhejiang, China;4. Yunnan Jiaotong College, Kunming 650101, Yunnan, China
关键词:
微观结构软土SEM图像定量三维孔隙率平面孔隙率计算模型二值化处理
Keywords:
microstructure soft clay SEM image quantification three-dimensional porosity plane porosity calculation model binarization processing
分类号:
TU411.92;P642.1
DOI:
-
文献标志码:
A
摘要:
为了获取丰富的SEM图像信息并用于软土微观结构定量研究,对杭州地区紫金港软土进行了SEM图像扫描;定性描述了软土微观结构孔隙特征,建立了基于Image-pro Plus(IPP)图像分析软件的三维孔隙计算模型;基于微积分思想,统计了软土的三维孔隙率;分析了软土孔隙率数量和大小随阈值的变化趋势与三维计算模型可行性的联系,并讨论了二值化处理获取的平面孔隙率与本文提出的公式统计的三维孔隙率之间的关系。结果表明:本文提出的三维孔隙率计算公式是可行的,统计结果符合孔隙三维空间分布逻辑;较二值化处理获取的平面孔隙率,本文获取的三维孔隙率更加接近孔隙真实情况,求取方法思路清晰,为软土微观定量研究建立了一条新途径。
Abstract:
In order to obtain SEM image information for soft clay microstructure quantitative research, a larger number of SEM images for soft clay in Zijingang of Hangzhou area were scanned; characteristics of soft clay microstructure porosity were described qualitatively, and three-dimensional porosity calculation model was built based on Image-pro Plus(IPP) software; according to calculus thought, three-dimensional porosity of soft clay was obtained; the connection between the feasibility of three-dimensional calculation model and the number and size of soft clay porosity changing with the threshold was studied; the relationship between plane porosity calculated by binarization processing and three-dimensional porosity obtained by three-dimensional calculation model was discussed. The results show that three-dimensional porosity calculation model is feasible, and statistical results conform to the logic of three-dimensional spatial distribution of pore; comparing with plane porosity calculated by binarization processing, the three-dimensional porosity obtained by three-dimensional calculation model is closer to the real situation; this method has a clear thinking and establishes a new approach for the quantitative research of microstructure of soft clay.

参考文献/References:

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[1]王雷,赵法锁,程晓辉,等.黄土基岩接触面滑坡滑带土物理力学特性及微观结构[J].地球科学与环境学报,2017,39(03):450.
 WANG Lei,ZHAO Fa-suo,CHENG Xiao-hui,et al.Physical and Mechanical Properties and Microstructures of Slip Soil of Loess Bedrock Contact Landslide[J].Journal of Earth Sciences and Environment,2017,39(03):450.

备注/Memo

备注/Memo:
收稿日期:2014-12-19
基金项目:国家自然科学基金项目(51178420);“十二五”国家科技支撑计划项目(2012BAJ01B04-3)
作者简介:徐日庆(1962-),男,浙江金华人,教授,博士研究生导师,工学博士,博士后,E-mail:xurq@zju.edu.cn。
通讯作者:邓祎文(1981-),男,广东韶关人,工学博士研究生,E-mail:gzdarwen@163.com。
更新日期/Last Update: 2015-05-27