当前位置:主页 > 科技论文 > 建筑工程论文 >

宣城网纹红土结构性的微观定量研究

发布时间:2018-08-13 17:09
【摘要】:原状网纹红土同重塑网纹红土的宏观力学特性存在差异,而土体宏观力学特性由其微观结构决定。为从微观角度深入揭示原状和重塑网纹红土力学特性差异,本文基于室内击实试验和SEM-EDS试验及数字图像处理技术,以对他们的微结构进行定量对比分析,分析了不同放大倍数和不同阈值选取对有效阈值区间内三维孔隙率计算结果的影响,并探讨了平均接触面积率与宏观孔隙率之间的关系。通过研究得出如下主要结论:(1)基于重塑网纹红土SEM试验结果和数字图像处理技术,构建了以像素面积为底面、阈值范围为高度的有效阈值区间内三维孔隙率计算模型,并实际应用于不同试验条件下的SEM图像孔隙数量、面积及孔隙率演变分析,与平面孔隙率方法结果对比表明三维孔隙率计算结果更符合土体孔隙实际分布情况。(2)重塑网纹红土微观孔隙率定量结果表明,由SEM图像计算获得的三维孔隙率大都大于宏观孔隙率,2000倍下SEM计算结果更接近宏观孔隙率,同时发现阈值选取是定量分析的关键点,基于平均阈值获得的三维孔隙率结果偏差比选取最终阈值获得的结果要小得多。平均接触面积率分析表明,试样计算所得平均接触面积率大概在3%以下,并结合网纹红土粘土矿物结合水膜厚度300?特点,拟合得到平均接触面积率与宏观孔隙率之间的幂函数关系。(3)原状网纹红土微结构研究结果表明,红色基质中土颗粒排列紧密,孔隙率较小且孔隙之间的连通性较差,土颗粒表面比较粗糙;白色网纹中孔隙率大且孔隙数量多,颗粒多表现为光滑的片状结构,主要以面面接触为主。定量分析结果表明红色基质的计算三维孔隙率均值为0.371,白色网纹的计算三维孔隙率均值为0.450。(4)EDS试验分析结果表明红色基质和白色网纹中的主要化学元素为氧、硅、铝和碳,及少量的钾和镁。其中铁元素流失是造成白色网纹和红色基质色彩差别的主要原因,且铁元素有富集现象。碳元素为网纹红土中因有机酸形成酸性还原环境导致铁元素的迁移的观点提供了一定依据。
[Abstract]:The macroscopic mechanical properties of undisturbed reticulated red soil are different from those of remolded reticulated red soil, but the macroscopic mechanical properties of soil are determined by its microstructure. In order to reveal the difference of mechanical properties between the original and reconstructed reticulated red soil from the microscopic angle, this paper makes a quantitative comparative analysis of their microstructure based on the laboratory compaction test, SEM-EDS test and digital image processing technology. The influence of different magnification and different threshold on the calculation results of 3D porosity in the effective threshold range is analyzed, and the relationship between the average contact area rate and the macroscopic porosity is discussed. The main conclusions are as follows: (1) based on the SEM test results of remolded reticulated laterite and digital image processing technology, a three-dimensional porosity calculation model with pixel area as the bottom and threshold range as the height is constructed. And it is applied to analyze the evolution of porosity, area and porosity in SEM images under different experimental conditions. The comparison of the results with the plane porosity method shows that the three-dimensional porosity calculation results are more in line with the actual distribution of soil porosity. (2) the quantitative results of microscopic porosity of remolded reticulated red soil show that, The 3D porosity calculated by SEM image is mostly larger than that of macro porosity by 2000 times. The results of SEM calculation are closer to macroscopic porosity. At the same time, it is found that the selection of threshold is the key point of quantitative analysis. The deviation of 3D porosity based on the average threshold is much smaller than that obtained by selecting the final threshold. The analysis of average contact area ratio shows that the average contact area rate calculated by the sample is about 3%, and the thickness of water film is 300? The power function relationship between average contact area ratio and macroscopic porosity was obtained by fitting. (3) the results of microstructural study of undisturbed reticulated laterite show that the soil particles in red matrix are closely arranged, the porosity is small and the connectivity between pores is poor. The surface of soil particles is rough, the porosity of white mesh is large and the number of pores is large, and most of the particles are smooth flake structure, mainly surface contact. The results of quantitative analysis show that the calculated three-dimensional porosity of red matrix is 0.371, and that of white mesh is 0.450. (4) the results of EDS test show that the main chemical elements in red matrix and white mesh are oxygen, silicon, aluminum and carbon. And a small amount of potassium and magnesium. The loss of iron is the main reason for the color difference between white mesh and red matrix. The carbon element provides a certain basis for the viewpoint that the organic acid forms an acid reduction environment in the reticulated red soil, which leads to the migration of iron elements.
【学位授予单位】:合肥工业大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TU446

【参考文献】

相关期刊论文 前10条

1 汪明武;覃健桂;蒋辉;徐新宇;腾浩祥;;宣城网纹红土成分与微结构的定量研究[J];合肥工业大学学报(自然科学版);2016年12期

2 汪莹鹤;;长益城际宁乡Q_2网纹黏土特征及成因分析[J];铁道工程学报;2015年11期

3 徐日庆;邓yN文;徐波;来剑平;詹学贵;徐丽阳;陆建阳;;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年07期

4 吕士展;汪稔;胡明鉴;阿颖;周斌;;玉龙雪山西麓原状冰碛土CT扫描试验研究[J];岩土力学;2014年06期

5 王世军;何花兰;郭璞;赵金娟;;粗糙表面接触面积和承载规律的研究[J];西安理工大学学报;2014年01期

6 卓丽春;李建中;黄飞;;网纹红土微观结构特征的分形研究[J];水文地质工程地质;2013年06期

7 邓津;王兰民;吴志坚;;弹塑性黄土微结构与动变形模型的建立与分析[J];岩石力学与工程学报;2013年S2期

8 路德春;杜修力;许成顺;;有效应力原理解析[J];岩土工程学报;2013年S1期

9 尹振宇;;土体微观力学解析模型:进展及发展[J];岩土工程学报;2013年06期

10 殷科;洪汉烈;韩文;马遇伯;李荣彪;;网纹红土中铁矿物与粘土矿物赋存关系的X射线衍射证据[J];光谱学与光谱分析;2013年04期

相关博士学位论文 前1条

1 邓yN文;软黏土微观定量研究及其应用[D];浙江大学;2015年

相关硕士学位论文 前7条

1 蒋辉;非饱和网纹红土的卸荷强度研究[D];合肥工业大学;2016年

2 朱其坤;宣城非饱和网纹红土的结构性研究[D];合肥工业大学;2016年

3 洪yN君;中国南方网纹红土的形成机制及网纹成熟度研究[D];江西师范大学;2015年

4 魏东方;不同应力路径下非饱和网纹红土特性试验研究[D];合肥工业大学;2015年

5 刘名瑜;网纹红土色度特征及其环境意义[D];浙江师范大学;2014年

6 徐鹏;皖南网纹红土非饱和工程特性研究[D];合肥工业大学;2014年

7 唐喜青;洞庭湖地区网纹红土的流变性研究[D];中南大学;2010年



本文编号:2181640

资料下载
论文发表

本文链接:https://www.wllwen.com/jianzhugongchenglunwen/2181640.html


Copyright(c)文论论文网All Rights Reserved | 网站地图 |

版权申明:资料由用户bc221***提供,本站仅收录摘要或目录,作者需要删除请E-mail邮箱bigeng88@qq.com