Effect of process parameters on the performance of fly ash/GGBS blended geopolymer composites

被引:95
|
作者
El-Hassan, Hilal [1 ]
Ismail, Najif [1 ]
机构
[1] United Arab Emirates Univ, Dept Civil & Environm Engn, Al Ain, U Arab Emirates
关键词
geopolymer; ambient curing; water curing; compressive strength; rheological properties; ASH; SLAG; STRENGTH; CONCRETE; BEHAVIOR; HYDRATION; MORTAR; CEMENT; MICROSTRUCTURE; WORKABILITY;
D O I
10.1080/21650373.2017.1411296
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Alkali activation of fly ash and ground-granulated blast-furnace slag (GGBS) is a sustainable technology that promotes recycling of industrial by-products in the form of geopolymer composites. In this study, geopolymers are prepared with fly ash, GGBS, and desert dune sand (fines). The alkaline activator solution is formulated using sodium silicate and 14 M sodium hydroxide solutions. The effect of mixture proportioning and curing conditions on the workability, setting time, and compressive strength of geopolymers was examined. The investigated process parameters included percentage of fly ash replacement by GGBS, superplasticizer dosage, amount of fines, alkaline activator solution content, and sodium silicate to sodium hydroxide ratio. The final geopolymeric product could be enhanced by employing subsequent continuous and intermittent water curing techniques. Based on the experimental results, analytical models correlating mixture proportions with workability and 28-day compressive strength were developed for geopolymers made with 100% GGBS and equal proportions of fly ash and GGBS.
引用
收藏
页码:122 / 140
页数:19
相关论文
共 50 条
  • [31] Effect of fibers on the mechanical properties of fly ash and GGBS based geopolymer concrete under different curing conditions
    Prabu, B.
    Kumutha, R.
    Vijai, K.
    INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES, 2017, 24 (01) : 5 - 12
  • [32] Evaluation on the Mechanical Properties of Ground Granulated Blast Slag (GGBS) and Fly Ash Stabilized Soil via Geopolymer Process
    Abdila, Syafiadi Rizki
    Abdullah, Mohd Mustafa Al Bakri
    Ahmad, Romisuhani
    Abd Rahim, Shayfull Zamree
    Rychta, Malgorzata
    Wnuk, Izabela
    Nabialek, Marcin
    Muskalski, Krzysztof
    Tahir, Muhammad Faheem Mohd
    Syafwandi
    Isradi, Muhammad
    Gucwa, Marek
    MATERIALS, 2021, 14 (11)
  • [33] Behaviour of Fly ash and GGBS based Monoblock Prestressed Geopolymer Concrete Composite sleepers
    Rathinam, Kumutha
    Kanagarajan, Vijai
    MATERIALS TODAY-PROCEEDINGS, 2022, 65 : 3321 - 3327
  • [34] Effect of Admixtures on Selected Properties of Fly Ash-Based Geopolymer Composites
    Stankiewicz, Natalia
    APPLIED SCIENCES-BASEL, 2023, 13 (03):
  • [35] Comparison of hydration properties between cement-GGBS-fly ash blended binder and cement-GGBS-steel slag blended binder
    Qiang Wang
    Peiyu Yan
    Jianwei Yang
    Journal of Wuhan University of Technology-Mater. Sci. Ed., 2014, 29 : 273 - 277
  • [36] Comparison of hydration properties between cement-GGBS-fly ash blended binder and cement-GGBS-steel slag blended binder
    Wang Qiang
    Yan Peiyu
    Yang Jianwei
    JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2014, 29 (02): : 273 - 277
  • [37] Comparison of Hydration Properties between Cement-GGBS-fly ash Blended Binder and Cement-GGBS-steel slag Blended Binder
    王强
    阎培渝
    YANG Jianwei
    Journal of Wuhan University of Technology(Materials Science Edition), 2014, 29 (02) : 273 - 277
  • [38] Performance evaluation of ternary blended geopolymer binders comprising of slag, fly ash and brick kiln rice husk ash
    Chelluri, Saikrishna
    Hossiney, Nabil
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 20
  • [39] Effect of Aggregate on the Performance of Fly-Ash-Based Geopolymer Concrete
    Malkawi, Ahmad B.
    BUILDINGS, 2023, 13 (03)
  • [40] Comparison of Hydration Properties between Cement-GGBS-fly ash Blended Binder and Cement-GGBS-steel slag Blended Binder
    王强
    阎培渝
    YANG Jianwei
    Journal of Wuhan University of Technology(Materials Science), 2014, (02) : 273 - 277