Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study

This paper presents an optimization study of spent coffee grounds (SCG) as cement mortar additives to enhance mortar strength. In recent years, sustainable materials have begun finding their way into cement mortar, with SCG being one. There is limited optimization study on the SCG addition in mortar...

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Main Authors: Yee, Jia Jun, Khong, Sheh Ching, Tee, Kong Fah, Jolius, Gimbun, Chin, Siew Choo
Format: Article
Language:English
Published: Springer Nature 2024
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/42248/
http://umpir.ump.edu.my/id/eprint/42248/1/Spent%20cofee%20grounds%20enhanced%20compressive%20strength%20of%20cement%20mortar.pdf
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author Yee, Jia Jun
Khong, Sheh Ching
Tee, Kong Fah
Jolius, Gimbun
Chin, Siew Choo
author_facet Yee, Jia Jun
Khong, Sheh Ching
Tee, Kong Fah
Jolius, Gimbun
Chin, Siew Choo
author_sort Yee, Jia Jun
building UMP Institutional Repository
collection Online Access
description This paper presents an optimization study of spent coffee grounds (SCG) as cement mortar additives to enhance mortar strength. In recent years, sustainable materials have begun finding their way into cement mortar, with SCG being one. There is limited optimization study on the SCG addition in mortars, hence this study was performed to optimize the curing time and SCG addition in cement mortar to achieve the highest compressive strength through response surface methodology. Scanning Electron Microscopy (SEM) characterization was carried out on the SCG particles to identify their physical properties. An Energy Dispersive X-ray (EDX) analysis was carried out to identify its chemical properties. Simultaneously, a workability test, the flow table test, is conducted to study the effect of SCG on the flowability of the cement mortar mixes. The synergistic effect between SCG content in cement mortar mixes and the curing period was statistically studied and analyzed. Both parameters were then optimized to obtain the best performance mix of SCG in cement mortar. It was found that 1.1% SCG and a curing day of 68 days produced the highest compressive strength (33.4MPa) of cement mortar. The Response Surface Methodology (RSM)-optimized cement mortar mix presented at least a 12.62% improvement in compressive strength from control cement mortar without SCG additives (28.77MPa). Experimental validation of the optimum condition showed a good agreement with a deviation of 3.12% in three replicates, thus indicating that the optimum model in this work can be used to model the compressive strength of the SCG-cement mortar mixture.
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spelling ump-422482024-12-31T07:57:05Z http://umpir.ump.edu.my/id/eprint/42248/ Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study Yee, Jia Jun Khong, Sheh Ching Tee, Kong Fah Jolius, Gimbun Chin, Siew Choo TA Engineering (General). Civil engineering (General) TH Building construction This paper presents an optimization study of spent coffee grounds (SCG) as cement mortar additives to enhance mortar strength. In recent years, sustainable materials have begun finding their way into cement mortar, with SCG being one. There is limited optimization study on the SCG addition in mortars, hence this study was performed to optimize the curing time and SCG addition in cement mortar to achieve the highest compressive strength through response surface methodology. Scanning Electron Microscopy (SEM) characterization was carried out on the SCG particles to identify their physical properties. An Energy Dispersive X-ray (EDX) analysis was carried out to identify its chemical properties. Simultaneously, a workability test, the flow table test, is conducted to study the effect of SCG on the flowability of the cement mortar mixes. The synergistic effect between SCG content in cement mortar mixes and the curing period was statistically studied and analyzed. Both parameters were then optimized to obtain the best performance mix of SCG in cement mortar. It was found that 1.1% SCG and a curing day of 68 days produced the highest compressive strength (33.4MPa) of cement mortar. The Response Surface Methodology (RSM)-optimized cement mortar mix presented at least a 12.62% improvement in compressive strength from control cement mortar without SCG additives (28.77MPa). Experimental validation of the optimum condition showed a good agreement with a deviation of 3.12% in three replicates, thus indicating that the optimum model in this work can be used to model the compressive strength of the SCG-cement mortar mixture. Springer Nature 2024-07-12 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/42248/1/Spent%20cofee%20grounds%20enhanced%20compressive%20strength%20of%20cement%20mortar.pdf Yee, Jia Jun and Khong, Sheh Ching and Tee, Kong Fah and Jolius, Gimbun and Chin, Siew Choo (2024) Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study. Discover Applied Sciences, 6 (379). pp. 1-18. ISSN 3004-9261. (Published) https://doi.org/10.1007/s42452-024-06077-9 https://doi.org/10.1007/s42452-024-06077-9
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
Yee, Jia Jun
Khong, Sheh Ching
Tee, Kong Fah
Jolius, Gimbun
Chin, Siew Choo
Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study
title Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study
title_full Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study
title_fullStr Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study
title_full_unstemmed Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study
title_short Spent coffee grounds enhanced compressive strength of cement mortar: An optimization study
title_sort spent coffee grounds enhanced compressive strength of cement mortar: an optimization study
topic TA Engineering (General). Civil engineering (General)
TH Building construction
url http://umpir.ump.edu.my/id/eprint/42248/
http://umpir.ump.edu.my/id/eprint/42248/
http://umpir.ump.edu.my/id/eprint/42248/
http://umpir.ump.edu.my/id/eprint/42248/1/Spent%20cofee%20grounds%20enhanced%20compressive%20strength%20of%20cement%20mortar.pdf