Effect of gradation of mineral admixtures on chloride permeability of concrete

被引:2
作者
Wu Shao-li [1 ]
Liu Yu-min [2 ]
Hu Jin [3 ,4 ]
Mao Hai-chao [5 ]
机构
[1] Sichuan Elect Power Design Inst, Chengdu 610072, Sichuan, Peoples R China
[2] Jiangxi Elect Power Design Inst, Nanchang 330096, Jiangxi, Peoples R China
[3] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[4] Sichuan Coll Architectural Technol, Deyang 618000, Sichuan, Peoples R China
[5] Beijing Construct Safety & Qual Supervis Stn, Beijing 100161, Peoples R China
来源
2015 INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION, BIG DATA AND SMART CITY (ICITBS) | 2016年
关键词
Limestone Powder; Fly Ash; Permeability Resistence; Optimal Distribution; Optimal Gradation; Concrete; Reduce Gelled Material;
D O I
10.1109/ICITBS.2015.96
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
We researched the permeability of different mix proportion. We compared the grading curve of the optimal grading by theoretical calculation (including aggregate and gelled material) and there mixture ratio of test. And we compared the permeability of different mixture ratio. We draws the following conclusions: Permeability of concrete with long age has close relationship with gradation including aggregate and gelled material. Dosage of mineral admixtures has no big effect on permeability, while the proportion of different mineral admixture has big. The limestone powder content had the greatest influence to permeability by gradation, so increasing its content instead part of cement within certain range could increase the ability of permeability resistance.
引用
收藏
页码:362 / 365
页数:4
相关论文
共 2 条
  • [1] [Anonymous], 2009, GB/T 50082-2009
  • [2] Hu Jin, 2014, SULFATE B, P913