Analysis of hydration and strength optimization of cement-fly ash-limestone ternary blended concrete

被引:50
|
作者
Wang, Xiao-Yong [1 ]
机构
[1] Kangwon Natl Univ, Dept Architectural Engn, Chuncheon Si 24341, South Korea
基金
新加坡国家研究基金会;
关键词
Fly ash; Limestone; Hydration; Model; Strength optimization; PORTLAND CEMENTS; MICROSTRUCTURAL DEVELOPMENT; MECHANICAL-PROPERTIES; NUMERICAL-SIMULATION; POWDER; DURABILITY; FILLER;
D O I
10.1016/j.conbuildmat.2018.01.058
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Limestone powder improves concrete early-age strength while fly ash improves concrete late-age strength due to its pozzolanic reaction. The optimal mixture of cement, fly ash, and limestone is crucial for material design of ternary blended concrete. This research presents a simulation program for evaluating the hydration and strength optimization of ternary blended concrete. The simulation program begins with a kinetic hydration model which simulates the hydration of cement-fly ash-limestone ternary blends. The hydration model considers the mutual effects among reactions of cement, fly ash, and limestone by means of the contents of calcium hydroxide and capillary water. The individual reaction degrees of components of ternary blends are calculated from the hydration model. Furthermore, the compressive strength growth of hydrating ternary blended concrete is calculated by means of gel-space ratio and Powers' strength theory. Finally, based on parameter studies, the optimal combinations of cement, fly ash, and limestone at different ages are determined. The proposed numerical procedure is valuable for making composite cements as it pertains to compressive strength and environment regulations. (C) 2018 Elsevier Ltd. All rights reserved.
引用
下载
收藏
页码:130 / 140
页数:11
相关论文
共 50 条
  • [31] Relationship between compressive strength and air-void structure of foamed cement-fly ash concrete
    Fang, Yonghao
    Wang, Rui
    Pang, Erbo
    Zhou, Yue
    Kuei Suan Jen Hsueh Pao/Journal of the Chinese Ceramic Society, 2010, 38 (04): : 621 - 626
  • [32] STRENGTH AND POROSITY OF HARDENED CEMENT-FLY ASH PASTES IN A HOT ENVIRONMENT
    HAQUE, MN
    KAYYALI, OA
    ACI MATERIALS JOURNAL, 1989, 86 (02) : 128 - 134
  • [33] Performance assessment of bamboo bond strength in cement-fly ash mortar
    Puri, Vishal
    Chakrabortty, Pradipta
    Majumdar, Swapan
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2022, 177 (04) : 297 - 312
  • [34] Early age strength increase of fly ash blended cement by a ternary hardening accelerating admixture
    Hoang, Kien
    Justnes, Harald
    Geiker, Mette
    CEMENT AND CONCRETE RESEARCH, 2016, 81 : 59 - 69
  • [35] Effects of limestone powder on shear thinning and shear thickening of cement-fly ash paste
    Xie, Youjun
    Cheng, Xiaobo
    Ma, Kunlin
    Long, Guangcheng
    Jianzhu Cailiao Xuebao/Journal of Building Materials, 2015, 18 (05): : 824 - 829
  • [36] Modeling of Hydration, Strength Development, and Optimum Combinations of Cement-Slag-Limestone Ternary Concrete
    Wang, Xiao-Yong
    Luan, Yao
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2018, 12 (01)
  • [37] Modeling of Hydration, Strength Development, and Optimum Combinations of Cement-Slag-Limestone Ternary Concrete
    Xiao-Yong Wang
    Yao Luan
    International Journal of Concrete Structures and Materials, 2018, 12
  • [38] Strength and Durability Properties of Quaternary Cement Concrete Made with Fly Ash, Rice Husk Ash and Limestone Powder
    Kathirvel, P.
    Saraswathy, V.
    Karthik, S. P.
    Sekar, A. S. S.
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2013, 38 (03) : 589 - 598
  • [39] Strength and Durability Properties of Quaternary Cement Concrete Made with Fly Ash, Rice Husk Ash and Limestone Powder
    P. Kathirvel
    V. Saraswathy
    S. P. Karthik
    A. S. S. Sekar
    Arabian Journal for Science and Engineering, 2013, 38 : 589 - 598
  • [40] Corrosion of reinforcing steel in fly ash blended cement concrete
    Al-Saadoun, S.S.
    Al-Gahtani, A.S.
    Journal of Materials in Civil Engineering, 1993, 5 (03) : 356 - 371