Mix Design of Foamed Concrete with MIRHA using Taguchi Method
This paper deliberates in the performance of foamed concrete containing cement replacement material namely Microwave Incinerated Rice Hush Ash (MIRHA). Mixes incorporating 0%, 5%, 10% and 15% MIRHA were prepared. The optimal mix design based on compressive strength was established. Taguchi method wi...
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my.utp.eprints.60092017-01-19T08:24:54Z Mix Design of Foamed Concrete with MIRHA using Taguchi Method Nuruddin, F Bayuaji, R TA Engineering (General). Civil engineering (General) This paper deliberates in the performance of foamed concrete containing cement replacement material namely Microwave Incinerated Rice Hush Ash (MIRHA). Mixes incorporating 0%, 5%, 10% and 15% MIRHA were prepared. The optimal mix design based on compressive strength was established. Taguchi method with L16(4^5) orthogonal array was adopted to determine the best possible mix design and the number of experiment and trial mixes to be conducted was minimized. The optimal MIRHA foamed concrete achieved met the load bearing strength requirement of 17 N/mm2. UTP 2010 Article PeerReviewed application/pdf http://eprints.utp.edu.my/6009/1/platformv8n1-web.pdf http://www.utp.edu.my/images/docs/platform/platformv8n1-web.pdf Nuruddin, F and Bayuaji, R (2010) Mix Design of Foamed Concrete with MIRHA using Taguchi Method. Platform, 8 (1). pp. 26-34. ISSN 1511-6794 http://eprints.utp.edu.my/6009/ |
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TA Engineering (General). Civil engineering (General) Nuruddin, F Bayuaji, R Mix Design of Foamed Concrete with MIRHA using Taguchi Method |
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This paper deliberates in the performance of foamed concrete containing cement replacement material namely Microwave Incinerated Rice Hush Ash (MIRHA). Mixes incorporating 0%, 5%, 10% and 15% MIRHA were prepared. The optimal mix design based on compressive strength was established. Taguchi method with L16(4^5) orthogonal array was adopted to determine the best possible mix design and the number of experiment and trial mixes to be conducted was minimized. The optimal MIRHA foamed concrete achieved met the load bearing strength requirement of 17 N/mm2. |
| format |
Article |
| author |
Nuruddin, F Bayuaji, R |
| author_facet |
Nuruddin, F Bayuaji, R |
| author_sort |
Nuruddin, F |
| title |
Mix Design of Foamed Concrete with MIRHA using Taguchi Method |
| title_short |
Mix Design of Foamed Concrete with MIRHA using Taguchi Method |
| title_full |
Mix Design of Foamed Concrete with MIRHA using Taguchi Method |
| title_fullStr |
Mix Design of Foamed Concrete with MIRHA using Taguchi Method |
| title_full_unstemmed |
Mix Design of Foamed Concrete with MIRHA using Taguchi Method |
| title_sort |
mix design of foamed concrete with mirha using taguchi method |
| publisher |
UTP |
| publishDate |
2010 |
| url |
http://eprints.utp.edu.my/6009/1/platformv8n1-web.pdf http://www.utp.edu.my/images/docs/platform/platformv8n1-web.pdf http://eprints.utp.edu.my/6009/ |
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