Optimisation of GBFS, Fly Ash, and Nano-Silica Contents in Alkali-Activated Mortars

被引:24
|
作者
Algaifi, Hassan Amer [1 ]
Mustafa Mohamed, Abdeliazim [2 ]
Alsuhaibani, Eyad [3 ]
Shahidan, Shahiron [1 ]
Alrshoudi, Fahed [4 ]
Huseien, Ghasan Fahim [5 ]
Bakar, Suhaimi Abu [6 ]
机构
[1] Univ Tun Hussein Onn Malaysia, Fac Civil Engn & Built Environm, Parit Raja 86400, Malaysia
[2] Prince Sattam bin Abdulaziz Univ, Dept Civil Engn, Coll Engn, Alkharj 11942, Saudi Arabia
[3] Qassim Univ, Dept Civil Engn, Coll Engn, Buraydah 51452, Saudi Arabia
[4] King Saud Univ, Dept Civil Engn, Coll Engn, Riyadh 11421, Saudi Arabia
[5] Natl Univ Singapore, Sch Design & Environm, Dept Bldg, Singapore 117566, Singapore
[6] Univ Teknol Malaysia, Sch Civil Engn, Fac Engn, Johor Baharu 81310, Malaysia
关键词
waste glass materials; alkali-activated mortars; optimisation; nano silica; fly ash; granulated blast-furnace slag; mechanical properties; HIGH-PERFORMANCE CONCRETE; OIL FUEL ASH; COMPRESSIVE STRENGTH; MECHANICAL-PROPERTIES; MIXTURE OPTIMIZATION; GEOPOLYMER CONCRETE; AGGREGATE CONCRETE; CEMENT PASTE; MIX DESIGN; MICROSTRUCTURE;
D O I
10.3390/polym13162750
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Although free-cement-based alkali-activated paste, mortar, and concrete have been recognised as sustainable and environmental-friendly materials, a considerable amount of effort is still being channeled to ascertain the best binary or ternary binders that would satisfy the requirements of strength and durability as well as environmental aspects. In this study, the mechanical properties of alkali-activated mortar (AAM) made with binary binders, involving fly ash (FA) and granulated blast-furnace slag (GBFS) as well as bottle glass waste nano-silica powder (BGWNP), were opti-mised using both experimentally and optimisation modelling through three scenarios. In the first scenario, the addition of BGWNP varied from 5% to 20%, while FA and GBFS were kept constant (30:70). In the second and third scenarios, BGWNP (5-20%) was added as the partial replacement of FA and GBFS, separately. The results show that the combination of binary binders (FA and GBFS) and BGWNP increased AAM's strength compared to that of the control mixture for all scenarios. In addition, the findings also demonstrated that the replacement of FA by BGWNP was the most significant, while the effect of GBFS replacement by BGWNP was less significant. In particular, the highest improvement in compressive strength was recorded when FA, GBFS, and BGWNP were 61.6%, 30%, and 8.4%, respectively. Furthermore, the results of ANOVA (p values < 0.0001 and high F-values) as well as several statistical validation methods (R > 0.9, RAE < 0.1, RSE < 0.013, and RRSE < 0.116) confirmed that all the models were robust, reliable, and significant. Similarly, the data variation was found to be less than 5%, and the difference between the predicted R-2 and adj. R-2 was very small (<0.2), thus confirming that the proposed non-linear quadratic equations had the capability to predict for further observation. In conclusion, the use of BGWNP in AAM could act as a beneficial and sustainable strategy, not only to address environmental issues (e.g., landfill) but to also enhance strength properties.
引用
收藏
页数:26
相关论文
共 50 条
  • [1] Utilizing spend garnets as sand replacement in alkali-activated mortars containing fly ash and GBFS
    Huseien, Ghasan Fahim
    Sam, Abdul Rahman Mohd
    Shah, Kwok Wei
    Budiea, A. M. A.
    Mirza, Jahangir
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 225 : 132 - 145
  • [2] Properties of ceramic tile waste based alkali-activated mortars incorporating GBFS and fly ash
    Huseien, Ghasan Fahim
    Sam, Abdul Rahman Mohd
    Shah, Kwok Wei
    Asaad, Mohammad Ali
    Tahir, Mahmood Md
    Mirza, Jahangir
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 214 : 355 - 368
  • [3] Evaluation of alkali-activated mortars containing high volume waste ceramic powder and fly ash replacing GBFS
    Huseien, Ghasan Fahim
    Sam, Abdul Rahman Mohd
    Shah, Kwok Wei
    Mirza, Jahangir
    Tahir, Mahmood Md
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 210 : 78 - 92
  • [4] Properties of alkali-activated fly ash/slag repair mortars
    Ghafoori, N.
    Najimi, M.
    CONCRETE SOLUTIONS: PROCEEDINGS OF CONCRETE SOLUTIONS, 5TH INTERNATIONAL CONFERENCE ON CONCRETE REPAIR, 2014, : 77 - 81
  • [5] Mechanisms of Alkali-Silica Reaction in Alkali-Activated High-Volume Fly Ash Mortars
    Ye, Hailong
    Chen, Zhijian
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2019, 17 (06) : 269 - 281
  • [6] Characterization of alkali activated slag-fly ash blends containing nano-silica
    Gao, X.
    Yu, Q. L.
    Brouwers, H. J. H.
    CONSTRUCTION AND BUILDING MATERIALS, 2015, 98 : 397 - 406
  • [7] Bond strength performance of ceramic, fly ash and GBFS ternary wastes combined alkali-activated mortars exposed to aggressive environments
    Shah, Kwok Wei
    Huseien, Ghasan Fahim
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 251
  • [8] Binding mechanism and properties of alkali-activated fly ash/slag mortars
    Chi, Maochieh
    Huang, Ran
    CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 : 291 - 298
  • [9] PROPERTIES OF ALKALI-ACTIVATED FLY ASH MORTARS MADE WITH MULTIPLE ACTIVATORS
    Ghafoori, Nader
    Sierra, Kimberly
    Najimi, Meysam
    Sharbaf, Mohammadreza
    II INTERNATIONAL CONFERENCE ON CONCRETE SUSTAINABILITY - ICCS16, 2016, : 1332 - 1342
  • [10] Comparative Study of Alkali-Activated Natural Pozzolan and Fly Ash Mortars
    Najimi, Meysam
    Ghafoori, Nader
    Radke, Brittany
    Sierra, Kimberly
    Sharbaf, MohammadReza
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2018, 30 (06)