宣城網(wǎng)紋紅土結(jié)構(gòu)性的微觀定量研究
[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.
【學(xué)位授予單位】:合肥工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2017
【分類(lèi)號(hào)】:TU446
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 汪明武;覃健桂;蔣輝;徐新宇;騰浩祥;;宣城網(wǎng)紋紅土成分與微結(jié)構(gòu)的定量研究[J];合肥工業(yè)大學(xué)學(xué)報(bào)(自然科學(xué)版);2016年12期
2 汪瑩?dān)Q;;長(zhǎng)益城際寧鄉(xiāng)Q_2網(wǎng)紋黏土特征及成因分析[J];鐵道工程學(xué)報(bào);2015年11期
3 徐日慶;鄧yN文;徐波;來(lái)劍平;詹學(xué)貴;徐麗陽(yáng);陸建陽(yáng);;基于SEM圖像的軟土三維孔隙率計(jì)算及影響因素分析[J];巖石力學(xué)與工程學(xué)報(bào);2015年07期
4 呂士展;汪稔;胡明鑒;阿穎;周斌;;玉龍雪山西麓原狀冰磧土CT掃描試驗(yàn)研究[J];巖土力學(xué);2014年06期
5 王世軍;何花蘭;郭璞;趙金娟;;粗糙表面接觸面積和承載規(guī)律的研究[J];西安理工大學(xué)學(xué)報(bào);2014年01期
6 卓麗春;李建中;黃飛;;網(wǎng)紋紅土微觀結(jié)構(gòu)特征的分形研究[J];水文地質(zhì)工程地質(zhì);2013年06期
7 鄧津;王蘭民;吳志堅(jiān);;彈塑性黃土微結(jié)構(gòu)與動(dòng)變形模型的建立與分析[J];巖石力學(xué)與工程學(xué)報(bào);2013年S2期
8 路德春;杜修力;許成順;;有效應(yīng)力原理解析[J];巖土工程學(xué)報(bào);2013年S1期
9 尹振宇;;土體微觀力學(xué)解析模型:進(jìn)展及發(fā)展[J];巖土工程學(xué)報(bào);2013年06期
10 殷科;洪漢烈;韓文;馬遇伯;李榮彪;;網(wǎng)紋紅土中鐵礦物與粘土礦物賦存關(guān)系的X射線衍射證據(jù)[J];光譜學(xué)與光譜分析;2013年04期
相關(guān)博士學(xué)位論文 前1條
1 鄧yN文;軟黏土微觀定量研究及其應(yīng)用[D];浙江大學(xué);2015年
相關(guān)碩士學(xué)位論文 前7條
1 蔣輝;非飽和網(wǎng)紋紅土的卸荷強(qiáng)度研究[D];合肥工業(yè)大學(xué);2016年
2 朱其坤;宣城非飽和網(wǎng)紋紅土的結(jié)構(gòu)性研究[D];合肥工業(yè)大學(xué);2016年
3 洪yN君;中國(guó)南方網(wǎng)紋紅土的形成機(jī)制及網(wǎng)紋成熟度研究[D];江西師范大學(xué);2015年
4 魏東方;不同應(yīng)力路徑下非飽和網(wǎng)紋紅土特性試驗(yàn)研究[D];合肥工業(yè)大學(xué);2015年
5 劉名瑜;網(wǎng)紋紅土色度特征及其環(huán)境意義[D];浙江師范大學(xué);2014年
6 徐鵬;皖南網(wǎng)紋紅土非飽和工程特性研究[D];合肥工業(yè)大學(xué);2014年
7 唐喜青;洞庭湖地區(qū)網(wǎng)紋紅土的流變性研究[D];中南大學(xué);2010年
,本文編號(hào):2181640
本文鏈接:http://sikaile.net/jianzhugongchenglunwen/2181640.html