摘要
通过对水泥石中孔状态的分析,认为水泥石中孔已在三维空间出现渗流,孔的渗流会强烈影响水泥石宏观力学性能,据此建立了一个基于孔渗流的孔隙率强度模型,并设计实验对模型进行了验证。结果显示,在设计实验的65组数据中,该文建立的孔隙率强度模型拟合的相关性均优于目前国内外引用最多的3种孔隙率强度模型。
Based on pore characteristic analysis, the paper indicates that pore percolation process has appeared in three- dimensional space of cement paste and has big influence on paste strength. The paper constructs a kind of porosity - strength model based on pore percolation, and designs a group of experiments to detect the precision of the model. The results indicate that, the relativity of regression curve of the model constructed excels that of other three similar models quoted most currently in national and international in designed experiment.
出处
《武汉理工大学学报》
CAS
CSCD
北大核心
2009年第14期19-22,共4页
Journal of Wuhan University of Technology
基金
国家自然科学基金(50602013)
武汉市晨光计划(200750731277)
关键词
水泥石强度
孔隙率
渗流
模型
cement paste strength
porosity
percolation
model