NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE
This paper reports the results of an investigation carried out to understand the influence of a Microwave Incinerated Rice Husk Ash (MIRHA) on the hydration process of foamed concrete. The experimental work was designed using the Taguchi method for optimization purposes. The loss on ignition me...
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2010
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my.utp.eprints.24422017-01-19T08:24:54Z NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE Nuruddin, F Bayuaji, R TA Engineering (General). Civil engineering (General) This paper reports the results of an investigation carried out to understand the influence of a Microwave Incinerated Rice Husk Ash (MIRHA) on the hydration process of foamed concrete. The experimental work was designed using the Taguchi method for optimization purposes. The loss on ignition method was used to determine the non-evaporable water (NEW) contents at various ages of hydration namely 3, 7, 28, 90, and 180 days. It was observed that 5% MIRHA foamed concrete showed higher NEW contents than the plain foamed concrete, indicating that MIRHA facilitated enhancement in foamed concrete hydration. 2010 Conference or Workshop Item PeerReviewed application/pdf http://eprints.utp.edu.my/2442/1/Non-Evaporable_Water_Analysis_on_MIRHA_Foamed_Concrete.pdf Nuruddin, F and Bayuaji, R (2010) NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE. In: International Conference on Sustainable Building and Infrastructure (ICSBI 2010), 15-17 June 2010, Kuala Lumpur Convention Centre. http://eprints.utp.edu.my/2442/ |
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TA Engineering (General). Civil engineering (General) Nuruddin, F Bayuaji, R NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE |
| description |
This paper reports the results of an
investigation carried out to understand the influence of a
Microwave Incinerated Rice Husk Ash (MIRHA) on the
hydration process of foamed concrete. The experimental
work was designed using the Taguchi method for
optimization purposes. The loss on ignition method was
used to determine the non-evaporable water (NEW)
contents at various ages of hydration namely 3, 7, 28, 90,
and 180 days. It was observed that 5% MIRHA foamed
concrete showed higher NEW contents than the plain
foamed concrete, indicating that MIRHA facilitated
enhancement in foamed concrete hydration. |
| format |
Conference or Workshop Item |
| author |
Nuruddin, F Bayuaji, R |
| author_facet |
Nuruddin, F Bayuaji, R |
| author_sort |
Nuruddin, F |
| title |
NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE |
| title_short |
NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE |
| title_full |
NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE |
| title_fullStr |
NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE |
| title_full_unstemmed |
NON-EVAPORABLE WATER ANALYSIS ON MIRHA FOAMED CONCRETE |
| title_sort |
non-evaporable water analysis on mirha foamed concrete |
| publishDate |
2010 |
| url |
http://eprints.utp.edu.my/2442/1/Non-Evaporable_Water_Analysis_on_MIRHA_Foamed_Concrete.pdf http://eprints.utp.edu.my/2442/ |
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