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.
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页数:26
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共 91 条
  • [1] Modelling and multi-objective optimization of the fresh and mechanical properties of self-compacting high volume fly ash ECC (HVFA-ECC) using response surface methodology (RSM)
    Abdulkadir, Isyaka
    Mohammed, Bashar S.
    Liew, M. S.
    Wahab, M. M. A.
    [J]. CASE STUDIES IN CONSTRUCTION MATERIALS, 2021, 14
  • [2] Effect of nano-silica on strength and durability of fly ash based geopolymer mortar
    Adak, D.
    Sarkar, M.
    Mandal, S.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 70 : 453 - 459
  • [3] 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
  • [4] Engineering Properties of Waste Sawdust-Based Lightweight Alkali-Activated Concrete: Experimental Assessment and Numerical Prediction
    Alabduljabbar, Hisham
    Huseien, Ghasan Fahim
    Sam, Abdul Rahman Mohd
    Alyouef, Rayed
    Algaifi, Hassan Amer
    Alaskar, Abdulaziz
    [J]. MATERIALS, 2020, 13 (23) : 1 - 30
  • [5] RETRACTED: Abrasion and skid resistance of concrete containing waste polypropylene fibers and palm oil fuel ash as pavement material (Retracted article. See vol. 384, 2023)
    Alaskar, Abdulaziz
    Alabduljabbar, Hisham
    Mohamed, Abdeliazim Mustafa
    Alrshoudi, Fahed
    Alyousef, Rayed
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2021, 282
  • [6] Algaifi H.A., 2021, AIN SHAMS ENG J, V42
  • [7] Insight into the role of microbial calcium carbonate and the factors involved in self-healing concrete
    Algaifi, Hassan Amer
    Abu Bakar, Suhaimi
    Sam, Abdul Rahman Mohd
    Ismail, Mohammad
    Abidin, Ahmad Razin Zainal
    Shahir, Shafinaz
    Altowayti, Wahid Ali Hamood
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2020, 254
  • [8] Numerical modeling for crack self-healing concrete by microbial calcium carbonate
    Algaifi, Hassan Amer
    Abu Bakar, Suhaimi
    Sam, Abdul Rahman Mohd
    Abidin, Ahmad Razin Zainal
    Shahir, Shafinaz
    AL-Towayti, Wahid Ali Hamood
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2018, 189 : 816 - 824
  • [9] The adsorptive removal of As (III) using biomass of arsenic resistant Bacillus thuringiensis strain WS3: Characteristics and modelling studies
    Altowayti, Wahid Ali Hamood
    Algaifi, Hassan Amer
    Abu Bakar, Suhaimi
    Shahir, Shafinaz
    [J]. ECOTOXICOLOGY AND ENVIRONMENTAL SAFETY, 2019, 172 : 176 - 185
  • [10] American Society for Testing and Materials International, 2017, C496M17 AC ASTM INT