不同pH值下红土的宏微观特性研究
[Abstract]:On the basis of synthetically analyzing the harm of contaminated soil, the macroscopic characteristic of polluted soil, the microstructure of soil and the corrosion mechanism of contaminated soil, the problems existing in the study of contaminated soil are clarified in this paper, aiming at the red soil in Yunnan. The influence of the change of pH value on the properties of Yunnan laterite was studied by selecting the pH value of hydrochloric acid and sodium hydroxide adjusting solution, including compaction, direct shear, compression, microstructure and influence mechanism of laterite. It provides a theoretical basis for effectively preventing and controlling the safety of water environment and the safety of infrastructure engineering. The macroscopical and microscopic properties of compacted red soil indicate that the maximum dry density of red soil has a maximum value and a minimum value with the increase of pH value, and the optimum moisture content decreases gradually with the increase of curing time. There are two maximum values and one minimum value for the maximum dry density of the red soil and one maximum and two minimum values for the optimal moisture content. With the increase of pH value, the microstructural images of compacted laterite show the characteristics of poor compactness, the porosity increases, the number of particles decreases, and the fractal dimension of particle distribution is maximized. The characteristic of decreasing particle orientation. The macroscopical and microscopic properties of the shear laterite show that the shear strength, cohesion and internal friction angle of the red soil have a maximum value of pH value with the increase of pH value, and the shear strength and cohesion force of the red soil increase with the curing time. The angle of internal friction decreases gradually. Under the condition of partial acidity or alkalinity, the microstructural images of laterite before and after shearing showed a variation of shear resistance, the porosity of the corresponding microstructural parameters increased, the number of particles decreased, the distribution of particles and the orientation of particles decreased. With the prolongation of curing time, the pore size increases, the number of particles decreases, and the particle distribution and particle orientation decrease. The macroscopical and microscopic properties of compressed laterite show that the curing time is constant and the pH value is low, the pH value of red soil is not easy to be compressed, the red soil is not easy to compress when the alkaline concentration is low, and when the alkaline concentration is high, the red soil is easy to compress. With the increase of curing time, the red soil becomes more and more compressible. With the increase of pH value, the microstructural images of laterite before compression showed that the porosity of microstructural parameters increased, the number of particles decreased, the distribution of particles and the orientation of particles decreased during the process from acidity to alkalinity. The microstructural images of red soil show the characteristics of compressibility enhancement, the porosity of the corresponding microstructural parameters increases, the number of particles decreases, the fractal dimension of particle distribution decreases, and the orientation of particles decreases. With the increase of curing time, the pore size of red soil microstructural map increases, the number of particles decreases, and the particle distribution and orientation decrease. The effects of the change of particle distribution and orientation on the compaction, shear and compression properties of laterite are discussed. It can be explained from the infiltration, erosion, hydrolytic cementation and dissolution between different pH value solutions and laterite. The corresponding microstructure and chemical composition also change.
【学位授予单位】:昆明理工大学
【学位级别】:硕士
【学位授予年份】:2015
【分类号】:TU43;X53
【参考文献】
相关期刊论文 前10条
1 仵彦卿;地下水与地质灾害[J];地下空间;1999年04期
2 禹丽娥;;地下水生物除铁效果及其动力学研究[J];供水技术;2009年03期
3 张信贵;易念平;吴恒;;不同pH水环境下土变形特性的试验研究[J];高校地质学报;2006年02期
4 易进翔;杨康迪;;固化污泥填埋处置中的压实特性研究[J];水利与建筑工程学报;2013年01期
5 鲍硕超;王清;王蕊颖;许国辉;张舸;王子健;;广西北海填方红土的击实特性及影响因素[J];吉林大学学报(地球科学版);2012年S3期
6 刘惟庆;吴伟;秦成岗;舒良锋;;基于扫描电镜的砂岩储层分析:以白云凹陷珠江组三角洲前缘砂体为例[J];电子显微学报;2014年02期
7 甘德福;;采灌地下水作用下力学效应与土体变形的探讨[J];勘察技术;1979年02期
8 苟晓琴,陈迪云;当代环境中石造物的腐蚀破坏机理和保护[J];华东地质学院学报;1994年04期
9 马琳;王清;原国红;;pH对红土性质的影响[J];哈尔滨工业大学学报;2009年10期
10 庞宝君;王立闻;何丹薇;杨震琦;;活性粉末混凝土高温后的扫描电镜试验研究[J];混凝土;2010年12期
相关硕士学位论文 前4条
1 王栋;碱性环境污染土的试验研究[D];太原理工大学;2009年
2 伯桐震;酸污染红土的宏微观特性研究[D];昆明理工大学;2012年
3 王盼;硫酸亚铁侵蚀红土的受力特性研究[D];昆明理工大学;2013年
4 任礼强;碱污染红土的宏微观特性研究[D];昆明理工大学;2014年
,本文编号:2249931
本文链接:https://www.wllwen.com/kejilunwen/diqiudizhi/2249931.html