摘要
利用液氮冷冻制样、扫描电镜和计算机图像处理技术,采用多元逐步线性回归的方法,对广东科学中心46组饱和软土试样的颗粒分布分维值、孔隙分布分维值、孔隙度、孔隙总面积、孔隙总个数、平均孔隙周长、孔隙平均直径及孔洞的复杂度等微结构参数与压缩系数、压缩模量、内聚力和内摩擦角等宏观工程性质参数的关联性进行了分析,初步探讨了饱和软土微结构参数对工程性质的影响,为饱和软土微观结构力学理论的进一步发展提供了思路和方法。
With the liquid nitrogen refrigeration sample-made technique, the scan electronic microscope technique （SEM） and the image processing,analysis and computer vision technique,46 group sample＇s microstructure parameters of saturation soft soil which withdraw from Guangdong Scientific Centre have been extracted. By adopting multivariable gradually linearization regress analysis, some numerical formulas between the micro-structural parameters and the engineering properties such as compression coefficient, compression module, cohesion and internal friction angle have been established. Some basic principles come into being to explain the macro-engineering phenomenon.
出处
《建筑结构》
CSCD
北大核心
2007年第11期49-51,共3页
Building Structure
关键词
定量分析
线性回归
饱和软土
液氮制样技术
扫描电镜
quantitative analysis
multivariable gradually linearization regress analysis
saturation soft soil
liquid nitrogen refrigeration sample-made technique
SEM
