Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength
Fine Recycled Concrete Aggregate (FRCA) is one of the construction waste can be recycled. It can be the aggregate to replace the natural aggregate in concrete since we know the physical properties of materials are hard and strong. Demand for sand in the concrete production has been increased which b...
| Main Authors: | , , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
international journal of advanced science and technology
2020
|
| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/6855/1/AJ%202020%20%28447%29.pdf |
| _version_ | 1796869445775261696 |
|---|---|
| author | Khalid, Faisal Sheikh Zaki, Z. Saadin, S. M. Shahidan, Shahiron Irwan, J.M. W Ibrahim, M H Ghadzali, N.S Anting, Nickholas |
| author_facet | Khalid, Faisal Sheikh Zaki, Z. Saadin, S. M. Shahidan, Shahiron Irwan, J.M. W Ibrahim, M H Ghadzali, N.S Anting, Nickholas |
| author_sort | Khalid, Faisal Sheikh |
| collection | UTHM |
| description | Fine Recycled Concrete Aggregate (FRCA) is one of the construction waste can be recycled. It can be the aggregate to replace the natural aggregate in concrete since we know the physical properties of materials are hard and strong. Demand for sand in the concrete production has been increased which become the problems in the concrete industry. This work deals with the effect of concrete incorporating with FRCA as partial replacement of sand. The percentage of natural sand replaced by the FRCA was 0%, 15%, 20%, 25%, 30%, 45% and 60%. Other than that, water cement ratio was manipulated variable started form 0.40, 0.45, 0.50, 0.55 and 0.60. In short, 20% replacement was the most suitable interaction of FRCA in the concrete occur that contribute to increasing in compressive strength. The porosity properties of FRCA been neutralized on that replacement percentage by the present of optimum filler effect generated form the very fine FRCA particle during the mixing process. Meanwhile, 0.50 water cement ratio was optimum condition for cement hydration process using FRCA as partial sand replacement. |
| first_indexed | 2024-03-05T21:55:00Z |
| format | Article |
| id | uthm.eprints-6855 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | English |
| last_indexed | 2024-03-05T21:55:00Z |
| publishDate | 2020 |
| publisher | international journal of advanced science and technology |
| record_format | dspace |
| spelling | uthm.eprints-68552022-04-04T04:23:09Z http://eprints.uthm.edu.my/6855/ Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength Khalid, Faisal Sheikh Zaki, Z. Saadin, S. M. Shahidan, Shahiron Irwan, J.M. W Ibrahim, M H Ghadzali, N.S Anting, Nickholas TA401-492 Materials of engineering and construction. Mechanics of materials Fine Recycled Concrete Aggregate (FRCA) is one of the construction waste can be recycled. It can be the aggregate to replace the natural aggregate in concrete since we know the physical properties of materials are hard and strong. Demand for sand in the concrete production has been increased which become the problems in the concrete industry. This work deals with the effect of concrete incorporating with FRCA as partial replacement of sand. The percentage of natural sand replaced by the FRCA was 0%, 15%, 20%, 25%, 30%, 45% and 60%. Other than that, water cement ratio was manipulated variable started form 0.40, 0.45, 0.50, 0.55 and 0.60. In short, 20% replacement was the most suitable interaction of FRCA in the concrete occur that contribute to increasing in compressive strength. The porosity properties of FRCA been neutralized on that replacement percentage by the present of optimum filler effect generated form the very fine FRCA particle during the mixing process. Meanwhile, 0.50 water cement ratio was optimum condition for cement hydration process using FRCA as partial sand replacement. international journal of advanced science and technology 2020 Article PeerReviewed text en http://eprints.uthm.edu.my/6855/1/AJ%202020%20%28447%29.pdf Khalid, Faisal Sheikh and Zaki, Z. and Saadin, S. M. and Shahidan, Shahiron and Irwan, J.M. and W Ibrahim, M H and Ghadzali, N.S and Anting, Nickholas (2020) Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength. International Journal of Advanced Science and Technology, 29 (6a). pp. 1625-1635. ISSN 2005-4238 |
| spellingShingle | TA401-492 Materials of engineering and construction. Mechanics of materials Khalid, Faisal Sheikh Zaki, Z. Saadin, S. M. Shahidan, Shahiron Irwan, J.M. W Ibrahim, M H Ghadzali, N.S Anting, Nickholas Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength |
| title | Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength |
| title_full | Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength |
| title_fullStr | Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength |
| title_full_unstemmed | Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength |
| title_short | Effect of Water to Cement Ratio and Replacement Percentage of Recycled Concrete Aggregate on the Concrete Strength |
| title_sort | effect of water to cement ratio and replacement percentage of recycled concrete aggregate on the concrete strength |
| topic | TA401-492 Materials of engineering and construction. Mechanics of materials |
| url | http://eprints.uthm.edu.my/6855/1/AJ%202020%20%28447%29.pdf |
| work_keys_str_mv | AT khalidfaisalsheikh effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT zakiz effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT saadinsm effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT shahidanshahiron effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT irwanjm effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT wibrahimmh effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT ghadzalins effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength AT antingnickholas effectofwatertocementratioandreplacementpercentageofrecycledconcreteaggregateontheconcretestrength |