Saloma, Saloma and Hanafiah, Hanafiah and PRATIWI, LESYANA DIKA (2018) PHYSICAL AND MECHANICAL PROPERTIES OF FOAMED CONCRETE WITH CURING TEMPERATURE VARIATION AND RICE HUSK ASH. Internasional Journal of Civil Engineering and Technology (IJCIET), 9 (8). pp. 1238-1249. ISSN 0976-6316
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Abstract
The development of technological innovation has an impact on the progress in construction, for example the more varied forms architecture of buildings and bridges. Therefore, researchers compete to find the latest innovations from construction materials to simplify the process and to achieve a certain quality. Foamed concrete is a material component that has a total weight that is lighter than conventional concrete, so it can make a construction becomes lighter, simplify the process of making and also easy to be formed. In addition, to produce environmentally friendly material components, rice husk ash waste used as Portland cement substitution. This study used a variety of treatment temperatures to obtain a high initial strength. The purpose of this study was to obtain optimum curing temperature for foamed concrete with rice husk ash as substitution. Percentage of rice husk which used in this research are 0% and 10%. Curing temperature variations used 60oC, 90oC and 120oC. This paper reports results of the impact of curing temperature towards physical and mechanical characteristic of foam concrete which cured by ambient and high temperature. Key words: Foamed Concrete, variation of temperature, rice husk ash, physical and mechanical properties
Item Type: | Article |
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Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA169.H37 Reliability (Engineering), Engineering design, Civil engineering |
Divisions: | 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
Depositing User: | Hanafiah Hanafiah |
Date Deposited: | 29 May 2020 03:31 |
Last Modified: | 29 May 2020 03:31 |
URI: | http://repository.unsri.ac.id/id/eprint/29445 |
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