RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH, ULTRASONIC PULSE VELOCITY AND COFFEE WASTE CONTENT IN MORTAR UNDER DIFFERENT EXPOSURE CONDITIONS

Thi Thanh Le1, , ThiThuong Le2, DinhThi Luu2, Nyiatouxuemoua Kee3
1 Trường ĐH Hồng Đức
2 Hong Duc University
3 Học viên cao học lớp K16 ngành Kỹ thuật xây dựng, trường đại học Hồng Đức

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Abstract

ASTRACT

This study investigates the relationship between compressive strength, ultrasonic pulse velocity (UPV), and coffee waste content when spent coffee grounds are used as a partial replacement for natural sand in mortar mixtures under different aggressive environmental conditions, including water, sulfate solution, chloride solution, and a combined sulfate–chloride environment. Mortar specimens were prepared with coffee waste replacement levels ranging from 0% to 20% by mass of sand. The results indicate that, in all exposure conditions, both compressive strength and ultrasonic pulse velocity increase with curing time, while decreasing with increasing coffee waste content. Predictive models were developed to estimate compressive strength at 28 and 56 days based on coffee waste content and UPV, with the support of artificial intelligence techniques. The proposed correlations exhibit high reliability and demonstrate strong potential for application in predicting compressive strength using non-destructive testing methods under various environmental conditions.

Article Details

References

[1] Hegnsholt, E., Unnikrishnan, S., Pollmann-Larsen, M., Askelsdottir, B., Gerard, M (2018), Tackling the 1.6-Billion-Ton Food Loss and Waste Crisis, The Boston Consulting Group, Food Nation, State Green.
[2] Massaro Sousa, L., Ferreira, M.C (2019), “Spent Coffee Grounds as a Renewable Source of Energy: An Analysis of Bulk Powder Flowability”, Particuology 43, 92–100.
[3] Roychand, R., Kilmartin-Lynch, S., Saberian, M., Li, J., Zhang, G., Li, C.Q (2023), “Transforming Spent Coffee Grounds into a Valuable Resource for the Enhancement of Concrete Strength”, Journal of Cleaner Production, 419, 138205.
[4] Guendouz, M., Boukhelkhal, D., Triki, Z., Mechantel, A., Boukerma, T (2023), “Effect of Using Spent Coffee Grounds Wastes as Aggregates on Physical and Thermal Properties of Sand Concrete”, Algerian Journal of Environmental Science and Technology, 9, 3256-3264.
[5] Lachheb, A., Allouhi, A., El Marhoune, M., Saadani, R., Kousksou, T., Jamil, A., Rahmoune, M., Oussouaddi, O (2019), “Thermal Insulation Improvement in Construction Materials by Adding Spent Coffee Grounds: An Experimental and Simulation Study”, Journal of Cleaner Production, 209, 1411-1419.
[6] Lee, J., Song, H., Park, J., Lee, S (2023), “Recycling Spent Coffee Grounds on Permeable Interlocking Concrete Paving Blocks”, Advances in Environmental and Engineering Research, 04(4), 046.
[7] Bogas, J.A., Gomes, M.G., Gomes, A. (2013), “Compressive Strength Evaluation of Structural Lightweight Concrete by Non-Destructive Ultrasonic Pulse Velocity Method”, Ultrasonics, 53, 962-972.
[8] Kewalramani, M.A., Gupta, R (2006), “Concrete Compressive Strength Prediction Using Ultrasonic Pulse Velocity through Artificial Neural Networks”, Automation in Construction, 15, 374-379.
[9] Solís-Carcaño, R., Moreno, E.I (2008), “Evaluation of Concrete Made with Crushed Limestone Aggregate Based on Ultrasonic Pulse Velocity”, Construction and Building Materials, 22, 1225-1231/
[10] ASTM C1437 (2020), Standard test method for flow of hydraulic cement mortar, ASTM International, West Conshohocken, PA, USA.
[11] ASTM C597 (2016), Standard test method for pulse velocity through concrete, ASTM International, West Conshohocken, PA, USA.
[12] ASTM C349 (2018), Standard test method for compressive strength of hydraulic-cement mortars (Using portions of prisms broken in flexure), ASTM International, West Conshohocken, PA, USA