Effect of water-binder ratio and mineral admixture on frost scaling resistance of concrete

被引：2

作者：

Li, Z. H. ^{[1
]}

Xu, H. ^{[2
]}

Su, C. ^{[3
]}

Zheng, D. ^{[4
]}

Yang, J. L. ^{[4
]}

机构：

[1] Hohai Univ, Coll Mech & Mat, Nanjing, Jiangsu, Peoples R China

[2] Hohai Univ, Infrasturcture Management Dept, Nanjing, Peoples R China

[3] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing, Peoples R China

[4] Jilin Prov Water Conservancy Sci Res Inst, Jilin, Kagawa, Peoples R China

来源：

CHEMICAL, MATERIAL AND METALLURGICAL ENGINEERING III, PTS 1-3 | 2014年 / 881-883卷

关键词：

Water-binder ratio; Mineral admixture; Scaled mass; Dynamic modulus of elasticity;

D O I：

10.4028/www.scientific.net/AMR.881-883.1212

中图分类号：

TQ [化学工业];

学科分类号：

0817 ;

摘要：

In order to increase freeze-salt scaling resistance of concrete, effect of water-binder ratio, fly ash, slag and silica fume on freeze-salt scaling resistance are researched according to the CDF method. The results show that the scaled mass and the dynamic modulus of elasticity loss rate of the concrete are reduced with decreasement of water-binder ratio. When mineral admixture compound is added into concrete the scaled mass and the dynamic modulus of elasticity loss rate are also reduced. Compared with fly ash and slag the trend is more obvious as result of fume and slag added. The scaled mass and the loss rate of dynamic elasticity modulus are slightly reduced with decreasement of fly ash and slag. But the scaled mass and the loss rate of dynamic elasticity modulus are obviously reduced with increasement of silica fume and slag.

引用

页码：1212 / +

页数：2

共 50 条

[41] Influence of Mineral Admixture on Concrete Abrasion Resistance
Xie, Yan
Yu, Bin
Wu, Xiaomei
Fan, Yueming
ADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011, 168-170 : 78 - +
[42] Bayesian-Convolutional Neural Network Model Transfer Learning for Image Detection of Concrete Water-Binder Ratio
Yang, Han
Jiao, Shuangjian
Sun, Peng
IEEE ACCESS, 2020, 8 : 35350 - 35367
[43] Effects of Water-Binder Ratio and Coarse Aggregate Content on Interior Humidity, Autogenous Shrinkage, and Drying Shrinkage of Concrete
Zhang, Jun
Han, Yu Dong
Gao, Yuan
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2014, 26 (01) : 184 - 189
[44] Evaluation of Sub-microstructure in Concrete with Low Water-binder Ratio by SEM-BSE Image Analysis
钱春香
巴明芳
Journal of Wuhan University of Technology(Materials Science), 2010, 25 (04) : 682 - 686
[45] Evaluation of sub-microstructure in concrete with low water-binder ratio by SEM-BSE image analysis
Chunxiang Qian
Mingfang Ba
Xingun Guo
Xiangyan Han
Journal of Wuhan University of Technology-Mater. Sci. Ed., 2010, 25 : 682 - 686
[46] Autogenous shrinkage of fly ash concrete with different water-binder ratios
Yan, P. (yanpy@tsinghua.edu.cn), 1600, Chinese Ceramic Society (42):
[47] Introducing pozzolanic admixture to improve frost resistance of pavement concrete
Kramar, L. Ya
Kydyakov, A., I
Shuldyakov, K., V
INTERNATIONAL CONFERENCE ON CONSTRUCTION, ARCHITECTURE AND TECHNOSPHERE SAFETY (ICCATS 2018), 2018, 451
[48] Effect of Water-Binder Ratio on Hydration Degree and Expansive Characteristics of Magnesium Oxide Expansive Agents
Cao F.
Yan P.
Kuei Suan Jen Hsueh Pao/Journal of the Chinese Ceramic Society, 2019, 47 (02): : 171 - 177
[49] Effect of Superplasticizers on Apparent Viscosity of Cement-Based Material with a Low Water-Binder Ratio
Zhang, Qianqian
Liu, Jianzhong
Liu, Jiaping
Han, Fangyu
Lin, Wei
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2016, 28 (09)
[50] Durability of blended cement concrete structural elements of higher water-binder ratio against chloride and carbonation attack
Swamy, RN
Suryavanshi, AK
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 1998, 23 (1B): : 17 - 32

← 1 2 3 4 5 →