Mechanical behaviour of mortar made with washed bottom ash as sand replacement

Bottom ash (BA) is a waste material which found from the electrical power plant whether collect from a boiler or landfill area. While, mortar is a construction material which incorporated between sand, cement and water. There are a lot of problems such as environmental impact and limited sources of...

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Bibliographic Details
Main Authors: Ahmad, S.W (Author), Muda, M.F (Author), Muftah, F. (Author), Sani, M.S.H.M (Author)
Format: Article
Language:English
Published: World Academy of Research in Science and Engineering 2019
Subjects:
Online Access:View Fulltext in Publisher
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LEADER 02428nam a2200229Ia 4500
001 10.30534-ijeter-2019-09792019
008 220121s2019 CNT 000 0 und d
020 |a 23473983 (ISSN) 
245 1 0 |a Mechanical behaviour of mortar made with washed bottom ash as sand replacement 
260 0 |b World Academy of Research in Science and Engineering  |c 2019 
650 0 4 |a Mechanical Behaviour 
650 0 4 |a Mortar 
650 0 4 |a Sand Replacement 
650 0 4 |a Washed Bottom Ash 
856 |z View Fulltext in Publisher  |u https://doi.org/10.30534/ijeter/2019/09792019 
856 |z View in Scopus  |u https://www.scopus.com/inward/record.uri?eid=2-s2.0-85073558166&doi=10.30534%2fijeter%2f2019%2f09792019&partnerID=40&md5=5e774bf01e8aa78ff49944361d3ec43a 
520 3 |a Bottom ash (BA) is a waste material which found from the electrical power plant whether collect from a boiler or landfill area. While, mortar is a construction material which incorporated between sand, cement and water. There are a lot of problems such as environmental impact and limited sources of raw material which able to solve by using waste material as a sand replacement in mortar. Thus, BA is selected and treated with fully submerging in the water to recognise as washed BA. The process is used for minimised the carbon content of the BA. Washed BA is utilised in a mortar with 5%, 10%, 15%, 20% and 25% of sand replacement and compared the result with control mix (0%) of sand replacement. The mortar design mix proportion is depended on cement to sand ratio of 1:3 with 0.55 of water-cement ratio. There are two testings, workability for fresh condition and compressive strength for hardening condition of the mortar is done. As a result, the height of the slump is reduced with increasing of the sand replacement in mortar. Additionally, the maximum load and compressive strength of the mortar is also decreased when the washed BA as a sand replacement added. Lastly, the specimen with 15% of sand replacement of washed BA is the best mortar mix which provided reasonable compressive strength and workability for further study. © 2019, World Academy of Research in Science and Engineering. All rights reserved. 
700 1 0 |a Ahmad, S.W.  |e author  
700 1 0 |a Muda, M.F.  |e author  
700 1 0 |a Muftah, F.  |e author  
700 1 0 |a Sani, M.S.H.M.  |e author  
773 |t International Journal of Emerging Trends in Engineering Research  |x 23473983 (ISSN)  |g 7 9, 268-275