This paper elucidates potential of spent coffee grounds (SCG) to reduce cement usage in a cement mortar mix by studying SCG as partial cement replacement in mortar production. Surface morphology and elemental composition of SCG were characterised using scanning electron microscopy coupled with energy-dispersive X-ray spectroscopy and X-ray fluorescence analysis. With limited research on SCG incorporation in cementitious systems, this work evaluates setting time, fresh properties, and mechanical performance of SCG cement mortar at replacement levels ranging from 0% to 10%. Mortar specimens were water cured for periods between 7 and 90 days, after which compressive and flexural strengths were assessed. Optimisation results indicated that mortar containing 1.48% SCG, cured for 78 days, achieved highest compressive strength of 34.17 MPa. Thermogravimetric analysis revealed increased calcium carbonate formation in SCG-modified mortar, with no significant changes to other hydration products, despite reduced cement content. Durability testing demonstrated lower strength loss in SCG mortar compared with conventional mixes. These findings indicate SCG incorporation enhances both strength and durability, supporting its application as a sustainable construction material aligned with United Nations Sustainable Development Goals, specifically Goals 9 (Industry, Innovation and Infrastructure), 11 (Sustainable Cities and Communities), and 13 (Climate Action).
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1 July 2025
Research Article|
August 26 2025
Addition of spent coffee grounds to reduce cement usage and increase cement mortar strength Available to Purchase
Jia Jun Yee
;
Jia Jun Yee
Faculty of Civil Engineering Technology,
Universiti Malaysia Pahang Al-Sultan Abdullah
, Kuantan, Malaysia
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Sheh Ching Khong
;
Sheh Ching Khong
Faculty of Civil Engineering Technology,
Universiti Malaysia Pahang Al-Sultan Abdullah
, Kuantan, Malaysia
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Kong Fah Tee
;
Kong Fah Tee
Department of Civil and Environmental Engineering,
King Fahd University of Petroleum and Minerals
, Dhahran, Kingdom of Saudi Arabia
; Interdisciplinary Research Center for Construction and Building Materials, Dhahran, Kingdom of Saudi Arabia
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Jolius Gimbun
;
Jolius Gimbun
Centre for Research in Advanced Fluid & Processes,
Universiti Malaysia Pahang Al-Sultan Abdullah
, Kuantan, Malaysia
; Department of Biotechnology Saveetha School of Engineering, Saveetha Institute of Medical and Technical Sciences, Chennai, India
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Siew Choo Chin
Faculty of Civil Engineering Technology,
Universiti Malaysia Pahang Al-Sultan Abdullah
, Kuantan, Malaysia
; Centre for Research in Advanced Fluid & Processes, Universiti Malaysia Pahang Al-Sultan Abdullah, Kuantan, MalaysiaCorresponding author Siew Choo Chin (scchin@umpsa.edu.my)
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Corresponding author Siew Choo Chin (scchin@umpsa.edu.my)
Conflict of interest The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Publisher: Emerald Publishing
Received:
May 19 2025
Accepted:
August 22 2025
Online ISSN: 2043-9911
Print ISSN: 2043-9903
Funding
Funding Group:
- Award Group:
- Funder(s): Universiti Malaysia Pahang Al-Sultan Abdullah (UMPSA), the International Publication
- Award Id(s): RDU233311
- Funder(s):
- Award Group:
- Funder(s): Postgraduate Research Grant Scheme (UMPSA-PGRS) under Geran Penyelidikan
- Award Id(s): PGRS2303124
- Funder(s):
- Award Group:
- Funder(s): Doctoral Research Scheme (DRS) scholarship from Universiti Malaysia Pahang Al-Sultan Abdullah (UMPSA)
- Funder(s):
- Funding Statement(s): This work was supported by Universiti Malaysia Pahang Al-Sultan Abdullah (UMPSA), the International Publication Grant under (RDU233311) and the Postgraduate Research Grant Scheme (UMPSA-PGRS) under Geran Penyelidikan (PGRS2303124); YJJ and KSC are funded by Doctoral Research Scheme (DRS) scholarship from Universiti Malaysia Pahang Al-Sultan Abdullah (UMPSA).
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Forensic Engineering (2025) 178 (3): 90–106.
Article history
Received:
May 19 2025
Accepted:
August 22 2025
Citation
Yee JJ, Khong SC, Tee KF, Gimbun J, Chin SC (2025), "Addition of spent coffee grounds to reduce cement usage and increase cement mortar strength". Proceedings of the Institution of Civil Engineers - Forensic Engineering, Vol. 178 No. 3 pp. 90–106, doi: https://doi.org/10.1680/jfoen.25.00021
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