ISSN 1008-5548

CN 37-1316/TU

Journal Online  2016 Vol.22
<Go BackNo.6

Application of Dinger-Funk equation in optimization of pore structure and strength of cement paste

ZHENG Zhao1 , LI Yuxiang1 , HE Shunai2 , ZHU Xiaoyan1

(1. State Key Laboratory Cultivation Base for Nonmetal Composites and Functional Materials, Southwest University of Science and Technology, Mianyang 621010,China; 2. Sichuan Institute of Building Research, Chengdu 610000,China)

Abstract:The powders mixture proportions of cement paste composition materials were designed based on the maximum density theoretical model determined by Dinger-Funk equation(hereafter referred to as D- F equation). The correlation coefficient and Euclidean distance were used to characterize the level of similarity between actual mixture proportions and D-F equation about powder particle size distribution. The pore structure of cement paste was tested by mercury intrusion porosimetry(MIP). The relationship between Euclidean distance and fractal dimension of pore volume, as well as the effect of them on compressive strength was analyzed specifically. The results show that Euclidean distance has high correlation with fractal dimension, the correlation is 85.36%. When Euclidean distance decreases from 85.65 to 57.42, fractal dimension increases from3.17 to 3.21, the compressive strength shows a trend of increase and obtains a maximum incremental of 27.77%. But when Euclidean distance decreases from 57.42 to 37.61, fractal dimension decreases from 3.21 to 3.03 and the growth of the compressive strength is not obvious.

Keywords: D -F equation; pore structure; Euclidean distance; fractal dimension; compressive strength

中图分类号:TQ172.7        文献标志码:A

文章编号:1008-5548(2016)06-0021-06

DOI:10.13732/j.issn.1008-5548.2016.06.005

收稿日期:2016-01-11,修回日期:2016-10-27,在线出版时间:2016-12-06。

基金项目:国家高技术研究发展计划(863计划),编号:2015AA034701;四川省教育厅自然科学重点项目,编号:13ZA0159。

第一作者简介:郑召(1989—),男,博士研究生,研究方向为水泥基修复材料。E-mail:519253156@qq.com。

通信作者简介:李玉香(1964—),男,博士,教授,研究方向为核废物处理与处置及高性能混凝土。E-mail:liyuxiang@swust.edu.cn。