Development of self-consolidating rubberized concrete incorporating silica fume

被引:72
|
作者
AbdelAleem, Basem H. [1 ]
Hassan, Assem A. A. [1 ]
机构
[1] Mem Univ Newfoundland, Fac Engn & Appl Sci, St John, NF A1B 3X5, Canada
关键词
Self-consolidating concrete; Vibrated rubberized concrete; Crumb rubber; Silica fume; Supplementary cementitious materials; Fresh properties; Mechanical properties; MECHANICAL-PROPERTIES; STEEL FIBER; PERFORMANCE; BEHAVIOR; AGGREGATE;
D O I
10.1016/j.conbuildmat.2017.11.146
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This investigation was carried out to evaluate the effect of using silica fume on the development and optimization of self-consolidating rubberized concrete (SCRC). In particular, the investigation aimed to optimize successful silica fume self-consolidating rubberized concrete (SLFSCRC) mixtures with maximized percentage of crumb rubber (CR) (as a partial replacement of fine aggregate) and minimized strength reduction. The study also compared the behaviour of silica fume (SLF) with other supplementary cementitious materials (SCMs) in optimized SCRC mixtures. The results indicated that the use of SLF helped to develop SCRC mixtures with improved strength and acceptable fresh properties with up to 25% CR. Using SLF or metakaolin (MK) in SCRC exhibited superior behaviour among other SCMs in terms of strength. However, using SLF in SCRC showed better mixture flowability and less dosage of high range of water reducer admixture compared to using MK in SCRC. It was also noticed that adding steel fibres (SFs) to SLFSCRC mixtures greatly enhanced the mechanical properties, especially the splitting tensile strength and flexural strength. The results also showed that since there is no challenge to achieving acceptable self-compactibility (especially passing ability) in vibrated rubberized concrete, it was possible to develop silica fume vibrated rubberized concrete (SLFVRC) with higher percentages of CR and SFs and with further improved flexural and tensile strengths. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:389 / 397
页数:9
相关论文
共 50 条
  • [1] Effect of metakaolin and silica fume on the durability of self-consolidating concrete
    Hassan, Assem A. A.
    Lachemi, Mohamed
    Hossain, Khandaker M. A.
    [J]. CEMENT & CONCRETE COMPOSITES, 2012, 34 (06): : 801 - 807
  • [2] Effect of Metakaolin and Silica Fume on Rheology of Self-Consolidating Concrete
    Hassan, Assem A. A.
    Lachemi, Mohamed
    Hossain, Khandaker M. A.
    [J]. ACI MATERIALS JOURNAL, 2012, 109 (06) : 657 - 664
  • [3] Effect of Metakaolin and Silica Fume on Rheology of Self-Consolidating Concrete.
    Abeyruwan, Helarisi
    [J]. ACI MATERIALS JOURNAL, 2013, 110 (06) : 723 - 724
  • [4] A study on dynamic modulus of self-consolidating rubberized concrete
    Emiroglu, Mehmet
    Yildiz, Servet
    Kelestemur, M. Halidun
    [J]. COMPUTERS AND CONCRETE, 2015, 15 (05): : 795 - 805
  • [5] Bond-slip behavior of self-consolidating rubberized concrete
    Jelc, Kristina
    Grubisic, Marin
    Guljas, Ivica
    Sipos, Tanja Kalman
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 346
  • [6] Use of condensed silica fume for making high-strength, self-consolidating concrete
    Kwan, AKH
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2000, 27 (04) : 620 - 627
  • [7] Laboratory Investigation of Self-Consolidating Waste Tire Rubberized Concrete
    Gargouri, Ahmed
    Daoud, Atef
    Loulizi, Amara
    Kallel, Abderrazek
    [J]. ACI MATERIALS JOURNAL, 2016, 113 (05) : 661 - 668
  • [8] Behavior of Self-Consolidating Rubberized Concrete Beam-Column Joints
    Ganesan, N.
    Raj, Bharati
    Shashikala, A. P.
    [J]. ACI MATERIALS JOURNAL, 2013, 110 (06) : 697 - 704
  • [9] Impact Resistance and Acoustic Absorption Capacity of Self-Consolidating Rubberized Concrete
    Ismail, Mohamed K.
    Hassan, Assem A. A.
    [J]. ACI MATERIALS JOURNAL, 2016, 113 (06) : 725 - 736
  • [10] Ductility and Cracking Behavior of Reinforced Self-Consolidating Rubberized Concrete Beams
    Ismail, Mohamed K.
    Hassan, Assem A. A.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (01)