Recieved:

07/02/2025

Accepted:

17/06/2025

Page: 

doi:

http://dx.doi.org/10.17515/resm2025-680en0207rs

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8

Solar energy-driven heat treatment of concrete and mortar in desert environments: A case study of Bechar region, Algeria

Tidjar Boudjemaa1,2, Khelafi Hamid3, Bella Nabil 1, Bennaceur Saïd4, Lammari Khelifa5, Benabdelfattah Mohamed3, Hadj Djelloul Nasser Dine1, Slimani Abdeldjalil2, Dahbi Abdeldjalil2,3

1FIMAS Laboratory, University of Tahri Mohammed, Bechar B.P 417, Bechar, 08000, Algeria
2Unité de Recherche en Energies Renouvelables en Milieu Saharien, URERMS, Centre de Développement des Energies Renouvelables, CDER, 01000, Adrar, Algeria
3Faculty of sciences and technologies, University of Adrar. Laboratory of Sustainable Development and Computer Science (LDDI), University of Adrar, Ahmed Draïa, RN6, 01000 Adrar, Algeria
4Laboratory for the Development of Renewable Energies and their Applications in Saharan Areas (LDREAS), Faculty of Exact Sciences, TAHRI Mohammed University, BP 417 Béchar, Algeria
5Faculty of Exact Sciences. Energy Laboratory in Arid Zones (ENERGARID). University of Béchar, TAHRI Mohammed, Algeria

Abstract

This study investigates the effectiveness of solar energy-based heat treatment for concrete and mortar as a sustainable alternative to conventional curing methods. The approach aims to enhance early-age strength while reducing energy consumption, lowering production costs, and minimizing environmental impact. The acceleration of concrete and mortar hardening contributes to early-age strength development, which is beneficial for the prefabricated construction industry. Two treatment cycles were conducted: The first was: A 10 hours cycle in a solar dryer (SD) and an oven, reaching a maximum temperature of 55°C, with an average relative humidity of 60%. The second was: A 12 hours cycle in a solar greenhouse (SG), achieving 60°C with 50% relative humidity. The results of the tests were compared with those of the control specimens, hardened in at 25°C, 50% of relative humidity. The heat treatment significantly enhanced early-age strength development. On day one, mortar flexural strengths in SD, oven, and SG reached 25%, 25%, and 18%, respectively, of 28 days control specimen strength. However, treatment conditions did not significantly affect flexural strength at 120 days, with treated specimens exhibiting strengths comparable to control specimens. Moreover, these treatments lower concrete production costs while reducing CO₂ emissions by approximately 214.6 g/m³, underscoring their positive environmental impact.

Keywords

Early-age strength; Concrete mass loss; Total shrinkage; Endogenous shrinkage; Solar energy treatment; Energy consumption

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