Effects of glass fiber on recycled fly ash and basalt powder based geopolymer concrete

被引:23
作者
Celik, Ali Ihsan [1 ]
Ozkilic, Yasin Onuralp [2 ,3 ]
Bahrami, Alireza [4 ]
Hakeem, Ibrahim Y. [5 ]
机构
[1] Kayseri Univ, Kayseri Univ Tomarza Mustafa Akincioglu Vocat Sch, Dept Construction, TR-38940 Kayseri, Turkiye
[2] Necmettin Erbakan Univ, Fac Engn, Dept Civil Engn, Konya, Turkiye
[3] Lebanese Amer Univ, Dept Civil Engn, Byblos, Lebanon
[4] Univ Gavle, Fac Engn & Sustainable Dev, Dept Bldg Engn Energy Syst & Sustainabil Sci, S-80176 Gavle, Sweden
[5] Najran Univ, Coll Engn, Dept Civil Engn, Najran, Saudi Arabia
关键词
Geopolymer concrete; Recycling; Glass fiber; Basalt powder; Fly ash; Environmental concrete; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; PERFORMANCE; MORTAR; SLAG;
D O I
10.1016/j.cscm.2023.e02659
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This experimental study encompasses a comprehensive exploration of multiple parameters aiming to enhance the strength, workability, setting time, and environmental attributes of geopolymer concrete (GPC). A pivotal solution lies in substituting fly ash with waste basalt powder, not only reducing binder costs but also ameliorating the overall ecological footprint. A secondary signif-icant factor entails the integration of trimmed glass fibers. Throughout the experimentation process, the predominant GPC binder and fly ash underwent substitution with basalt powder at the proportions of 25%, 50%, and 75%. The mixtures were augmented with glass fibers of 3 mm, 6 mm, and 12 mm lengths, introduced at the ratios of 0.5%, 1%, 2%, and 3%. Then, the acquired samples were subjected to a 24-h curing regimen in an 85 degrees C oven. Subsequently, after a 7-day period of exposure to external conditions post-incubation, these samples were tested for both the compressive and flexural strengths. Samples incorporating a basalt ratio of 50% exhibited the highest capacities, contrasting with reduced capacities when the basalt ratio was elevated to 75%. Conversely, samples utilizing a sodium hydroxide (NaOH) molarity (M) of 12 demonstrated su-perior performance. Impressively, the compressive strength exceeding 40 MPa was achieved with the amalgamation of M 12 and 50% basalt additive. However, the workability experienced a notable reduction at the fiber ratios of 2% and 3%. The molarity concentrations did not impede the slump, workability, or setting time. A consistent setting time of 6 h was attained, and the desired workability was obtained without the need for a superplasticizer. For achieving the optimal triad of the workability, setting time, and strength, while maximizing the environmental advantages of GPC, the recommendation is to incorporate a distinct combination comprising 1-2% glass fibers (with 12 mm length), M 12, and 50% basalt powder into the mixture formulation.
引用
收藏
页数:18
相关论文
共 82 条
  • [1] A critical review of slag and fly-ash based geopolymer concrete
    Akcaoglu, Tulin
    Cubukcuoglu, Beste
    Awad, Ashraf
    [J]. COMPUTERS AND CONCRETE, 2019, 24 (05) : 453 - 458
  • [2] Development of geopolymer mortar under ambient temperature for in situ applications
    Al-Majidi, Mohammed Haloob
    Lampropoulos, Andreas
    Cundy, Andrew
    Meikle, Steve
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 120 : 198 - 211
  • [3] Behavior of axially loaded plain and fiber-reinforced geopolymer concrete columns with glass fiber-reinforced polymer cages
    Ali, Shehroze
    Sheikh, M. Neaz
    N. S. Hadi, Muhammad
    [J]. STRUCTURAL CONCRETE, 2021, 22 (03) : 1800 - 1816
  • [4] Performance of FRP confined and unconfined geopolymer concrete exposed to sulfate attacks
    Alzeebaree, Radhwan
    Gulsan, Mehmet Eren
    Nis, Anil
    Mohammedameen, Alaa
    Cevik, Abdulkadir
    [J]. STEEL AND COMPOSITE STRUCTURES, 2018, 29 (02) : 201 - 218
  • [5] Fiber-reinforced alkali-activated concrete: A review
    Amran, Mugahed
    Fediuk, Roman
    Abdelgader, Hakim S.
    Murali, G.
    Ozbakkaloglu, Togay
    Lee, Y. Huei
    Lee, Y. Yong
    [J]. JOURNAL OF BUILDING ENGINEERING, 2022, 45
  • [6] [Anonymous], 116R A. AC1 116R, Cement and Concrete Terminology. Reported by ACI Committee 1162022
  • [7] Effect of Variability of Fly Ash Obtained from the Same Source on the Characteristics of Geopolymer
    Antoni
    Satria, Juan
    Sugiarto, Agung
    Hardjito, Djwantoro
    [J]. ENGINEERING TECHNOLOGY INTERNATIONAL CONFERENCE 2016 (ETIC 2016), 2017, 97
  • [8] Experimental investigation of mechanical properties of geopolymer mortars produced with metakaolin, red mud and glass powder
    Awad, Ashraf
    Akcaoglu, Tulin
    Cubukcuoglu, Beste
    Canpolat, Orhan
    [J]. COMPUTERS AND CONCRETE, 2021, 27 (06) : 597 - 606
  • [9] Balamurugan R., 2017, Eng. Sci. Technol., V7, P15
  • [10] Basaran B., Shear Behaviour of Reinforced Concrete Beams Utilizing Waste Marble Powder, P1090