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Abstrakt

Dolomite can be used as a source of aluminosilicate to produce geopolymers; however, this approach is limited by its low reactivity. This study analyzes the viability of producing geopolymers using dolomite/fly-ash with sodium silicate and NaOH solutions (at multiple concentrations) by determining the resultant geopolymers’ compressive strengths. The dolomite/fly-ash-based geopolymers at a NaOH concentration of ~22 M resulted in an optimum compressive strength of 46.38 MPa after being cured for 28 days, and the SEM and FTIR analyses confirmed the denser surface of the geopolymer matrix. The synchrotron micro-XRF analyses confirmed that the Ca concentration exceeded that of Si and Mg, leading to the formation of calcium silicate hydrate, which strengthens the resulting geopolymers.
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Autorzy i Afiliacje

Emy Aizat Azimi
1
M.A.A. Mohd Salleh
1
Mohd Mustafa Al Bakri Abdullah
1
ORCID: ORCID
Ikmal Hakem A. Aziz
1
ORCID: ORCID
Kamarudin Hussin
1
ORCID: ORCID
Jitrin Chaiprapa
2
ORCID: ORCID
Petrica Vizureanu
3
ORCID: ORCID
Sorachon Yoriya
4
ORCID: ORCID
Marcin Nabiałek
5
ORCID: ORCID
Jerzy J. Wyslocki
5
ORCID: ORCID

  1. Universiti Malaysia Perlis (Unimap), Centre of Excellence Geopolymer and Green Technology (CeGeoGTech), Perlis, Malaysia
  2. Synchrotron Light Research Institute (SLRI), 111 University Avenue, Muang District, Nakhon Ratchasima 30000, Thailand
  3. ”Gheorghe Asachi” Technical University, Faculty of Materials Science and Engineering, Blvd. D. Mangeron 71, 700050 Lasi, Romania
  4. National Metal and Materials Technology Center (MTEC), 114 Thailand Science Park, Phaholyothin Road, Klong 1, Klongluang, Pathumthani 12120, Thailand
  5. Czestochowa University of Technology, Department of Physics, 42-200, Czestochowa, Poland

Abstrakt

Low calcium fly ash is used as the main material in the mixture and the crumb rubber was used in replacing fine aggregates in geopolymer mortar. Sodium hydroxide (NaOH) and sodium silicate (Na2SiO3) which were high alkaline solution were incorporated as the alkaline solution. The fly ash reacted with the alkaline solution forming alumino-silicate gel that binds the aggregate to produce a geopolymer mortar. The loading of crumb rubber in the fly ash based geopolymer mortar was set at 0% (CRGM-0), 5% (CRGM-5), 10% (CRGM-10), 15% (CRGM-15), and 20% (CRGM-20), respectively. NaOH solution (12M) and Na2SiO3 solution ratio is set constant at 2.5 for all geopolymer mixture and the fly ash to alkali activator ratio was kept at 2.0. The CRGM at 28 days of curing time was exposed to elevated temperature at 200°C, 400°C, 600°C and 800°C. The weight loss of the CRGM increases with increasing temperature at all elevated temperatures. However, the density and compressive strength of CRGM decrease with an increase of crumb rubber loading for all elevated temperature exposure. The compressive strength of CRGM reduced due to the fact that rubber decomposes between 200°C and 600°C thereby creating voids. CRGM-15 and CRGM-20 showed cracks developed with rough surface at 800°C. Image obtained from scanning electron microscope (SEM) showed that, the CRGM changed significantly due to the decomposition of crumb rubber and evaporation of the free water at 400°C, 600°C and 800°C.
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Autorzy i Afiliacje

Ahmad Azrem Azmi
1
ORCID: ORCID
Mohd Mustafa Al Bakri Abdullah
2
ORCID: ORCID
Che Mohd Ruzaidi Ghazali
3
ORCID: ORCID
Romisuhani Ahmad
4
ORCID: ORCID
Ramadhansyah Putra Jaya
4
ORCID: ORCID
Shayfull Zamree Abd Rahim
4
ORCID: ORCID
Mohammad A. Almadani
5
ORCID: ORCID
Jerzy J. Wysłocki
6
ORCID: ORCID
Agata Śliwa
7
ORCID: ORCID
Andre Victor Sandu
8
ORCID: ORCID

  1. Center of Excellence Geopolymer and Green Technology, University Malaysia Perlis (UniMAP), 01000, Kangar, Perlis, Malaysia
  2. Faculty of Chemical Engineering Technology, University Malaysia Perlis (UniMAP), 01000, Kangar, Perlis, Malaysia
  3. Faculty of Ocean Engineering Technology and Informatics, University Malaysia Terengganu, Terengganu, Malaysia
  4. Faculty of Mechanical Engineering Technology, University Malaysia Perlis (UniMAP), 02600, Arau, Perlis, Malaysia
  5. Department of Civil Engineering, Faculty of Engineering – Rabigh Branch, King Abdulaziz University, 21589 Jeddah, Saudi Arabia
  6. Department of Physics, Czestochowa University of Technology, 42-200, Czestochowa, Poland
  7. Division of Materials Processing Technology and Computer Techniques in Materials Science, Silesian University of Technology, 44-100 Gliwice, Poland
  8. Faculty of Material Science and Engineering, Gheorghe Asachi Technical University of Iasi, 41 D. Mangeron St., 700050 Iasi, Romania

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