Effect of Curing Profile on Kaolin-based Geopolymers
被引:129
作者:
Heah, C. Y.
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Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, MalaysiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Heah, C. Y.
[1
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Kamarudin, H.
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Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, MalaysiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Kamarudin, H.
[1
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Al Bakri, A. M. Mustafa
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Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, MalaysiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Al Bakri, A. M. Mustafa
[1
]
Binhussain, M.
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King Abdul Aziz City Sci & Technol, Riyadh, Saudi ArabiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Binhussain, M.
[2
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Luqman, M.
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Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, MalaysiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Luqman, M.
[1
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Nizar, I. Khairul
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Uni MAP, Sch Environm Engn, Kamaishi, Iwate 0260001, JapanUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Nizar, I. Khairul
[3
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Ruzaidi, C. M.
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Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, MalaysiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Ruzaidi, C. M.
[1
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Liew, Y. M.
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Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, MalaysiaUniv Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
Liew, Y. M.
[1
]
机构:
[1] Univ Malaysia Perlis, Sch Mat Engn, Green Concrete UniMAP, Jejawi 02600, Perlis, Malaysia
[2] King Abdul Aziz City Sci & Technol, Riyadh, Saudi Arabia
[3] Uni MAP, Sch Environm Engn, Kamaishi, Iwate 0260001, Japan
来源:
2011 INTERNATIONAL CONFERENCE ON PHYSICS SCIENCE AND TECHNOLOGY (ICPST)
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2011年
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22卷
Depending on the processing conditions, geopolymers can exhibit a wide variety of properties and characteristics. Curing profile serves as a crucial parameter in synthesis of geopolymers. In this paper, the influence of curing temperature and curing time on the properties of kaolin-based geopolymer was studied. The samples were separated into several curing conditions; including curing at ambient temperature, 40 degrees C, 60 degrees C, 80 degrees C and 100 degrees C for 1 day, and up to 3 days. The compressive strength and SEM analysis of geopolymer products were evaluated. Results showed that curing condition has a significant effect on the mechanical properties of kaolin-based geopolymer. Generally, curing at ambient temperature was not feasible, while increase in temperature favored the strength development. In addition, prolonged curing time improved the geopolymerization process, and led to higher strength gain. However, curing at high temperature for a long period of time caused failure of the sample at a later age. (C) 2011 Published by Elsevier B.V. Selection and/or peer-review under responsibility of Garry Lee.