Engineering properties of geopolymer mortar bricks
Also available in printed version
| 第一著者: | |
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| その他の著者: | |
| フォーマット: | Bachelor thesis |
| 言語: | 英語 |
| 出版事項: |
Universiti Teknologi Malaysia
2025
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| 主題: | |
| オンライン･アクセス: | https://utmik.utm.my/handle/123456789/46290 |
| Abstract | Abstract here |
| _version_ | 1854975064722636800 |
|---|---|
| author | Muhammad Anas Ahmad Lutfi |
| author2 | Mohd. Warid Hussin, supervisor |
| author_facet | Mohd. Warid Hussin, supervisor Muhammad Anas Ahmad Lutfi |
| author_sort | Muhammad Anas Ahmad Lutfi |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-46290 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-462902025-08-20T23:08:50Z Engineering properties of geopolymer mortar bricks Muhammad Anas Ahmad Lutfi Mohd. Warid Hussin, supervisor Civil engineering Also available in printed version Nowadays issue on environment preservation and the sustainability of the development is very crucial. This is because the effect of global warming and also the amount of the non renewable sources is extremely diminished. Therefore a research work has been carried out at Faculty of Civil Engineering, Universiti Teknologi Malaysia in order to contribute to the sustainability of the development. The research that has been conducted is regarded to the by product of the coal fired power station. Coal fired power station are producing huge amount of by product which is fly ash and bottom ash. This by product is bases of geopolymer material that can be used in the construction industry in order recycle the usage of the waste. Geopolymer mortar bricks is been made in this research. Bottom ash has been used as sand replacement while fly as was used as a cement replacement. The ratio of the binder to sand is 1: 3 with the proportion of the bottom ash was varies by using 50% and also 40% replacement. The alkaline to fly ash ratio being used is varies with 0.25:1 and 0.30:1. Three kind of test was conducted so that the engineering properties of the geopolymer mortar bricks are known. The tests are compressive strength test, water absorption test and also the dimensional test. Based on the result of this research, the minimum strength of geopolymer mortar bricks is 5.6 MPa at seven days of air curing with the increasing in strength as the period of curing is going on. The strength is enough to production of the bricks in the market fahmimoksen UTM 82 p. Project Paper (Sarjana Muda Kejuruteraan (Awam - Struktur dan Bahan)) - Universiti Teknologi Malaysia, 2011 2025-03-12T04:57:48Z 2025-03-12T04:57:48Z 2011 Bachelor thesis https://utmik.utm.my/handle/123456789/46290 vital:121838 valet-20190327-134642 ENG Closed Access UTM Complete Unpublished Completion application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Muhammad Anas Ahmad Lutfi Engineering properties of geopolymer mortar bricks |
| thesis_level | Other |
| title | Engineering properties of geopolymer mortar bricks |
| title_full | Engineering properties of geopolymer mortar bricks |
| title_fullStr | Engineering properties of geopolymer mortar bricks |
| title_full_unstemmed | Engineering properties of geopolymer mortar bricks |
| title_short | Engineering properties of geopolymer mortar bricks |
| title_sort | engineering properties of geopolymer mortar bricks |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/46290 |
| work_keys_str_mv | AT muhammadanasahmadlutfi engineeringpropertiesofgeopolymermortarbricks |