Experimental Evaluation of Thermo-mechanical and Hygroscopic Properties in Earth Blocks Reinforced with Date Palm Fibers and Hybrid Stabilizers

Authors

  • Zouaoui Rabie Harrat
    Affiliation
    Laboratoire des Structures et Matériaux Avancés dans le Génie Civil et Travaux Publics, University of Djillali Liabes, P. O. B. 89, 22000 Sidi Bel-Abbes, Algeria
  • Tahir Ghazoul
    Affiliation
    Laboratoire des Structures et Matériaux Avancés dans le Génie Civil et Travaux Publics, University of Djillali Liabes, P. O. B. 89, 22000 Sidi Bel-Abbes, Algeria
  • Mohammed Chatbi
    Affiliation
    Department of Public Works, Mouloud Mammeri University, 15000 Tizi Ouzou, Algeria
  • Abdelghani Idder
    Affiliation
    Department of Civil Engineering, Faculty of Sciences and Technology, University of Ahmed Draia, 01000 Adrar, Algeria
  • Malika Belhocine
    Affiliation
    Laboratory for Modelling of Materials and Structures in Civil Engineering (L2MSGC), Faculty of Construction Engineering, Mouloud Mammeri University, 15000 Tizi Ouzou, Algeria
  • Ouassim Rahmouni
    Affiliation
    Department of Public Works, Mouloud Mammeri University, 15000 Tizi Ouzou, Algeria
  • Amed Frih
    Affiliation
    Archipel Laboratory, Department of Civil Engineering and Hydraulics, University of Tahri Mohamed, 08000 Bechar, Algeria
  • Abderrahmane Moulay Ali
    Affiliation
    Department of Civil Engineering, Faculty of Sciences and Technology, University of Ahmed Draia, 01000 Adrar, Algeria
https://doi.org/10.3311/PPci.44078

Abstract

Despite the growing use of natural fibers and mineral stabilizers in earth construction, the combined influence of fiber reinforcement and stabilizer type on the thermo-mechanical and hygroscopic behavior of stabilized earth blocks (SEBs) remains insufficiently understood, particularly regarding pore structure evolution and moisture transport mechanisms. This study addresses this gap through a comprehensive experimental investigation. Mixtures incorporated cement (5%, 10%), lime (5%, 10%), and a hybrid stabilizer (5% cement + 5% lime), combined with date palm fibers (DPFs) at 0%, 0.25%, and 0.5%. The experimental program included mechanical characterization (compressive and flexural strength), physical and hygric assessment (total, open, and water-accessible porosity, water absorption, and capillary water uptake), durability-related transport properties (water vapor transmission and water permeability under pressure), as well as complementary non-destructive and thermal analyses using ultrasonic pulse velocity and Hot Disk thermal conductivity measurements. Results showed that DPFs significantly enhanced thermal insulation but increased porosity and permeability due to greater pore interconnectivity. Although fiber incorporation caused a slight reduction in mechanical strength, the 10% cement-stabilized formulation exhibited the best overall performance, combining the highest strength with the lowest water absorption and permeability. The hybrid formulation (5% cement + 5% lime) did not surpass the 10% cement mixture in durability-related indicators; however, it remains a viable compromise by reducing cement content while maintaining acceptable mechanical performance compared with lime-only and unstabilized mixtures. These findings provide valuable guidance for developing sustainable, thermally efficient, and locally sourced earth-based building materials suited to hot and arid regions.

Keywords:

stabilized earth blocks (SEBs), date palm fibers (DPFs), hybrid lime–cement stabilization, thermo-mechanical properties, porosity and permeability, hygroscopic behavior

Citation data from Crossref and Scopus

Published Online

2026-07-28

How to Cite

Harrat, Z. R., Ghazoul, T., Chatbi, M., Idder, A., Belhocine, M., Rahmouni, O., Frih, A., Moulay Ali, A. “Experimental Evaluation of Thermo-mechanical and Hygroscopic Properties in Earth Blocks Reinforced with Date Palm Fibers and Hybrid Stabilizers”, Periodica Polytechnica Civil Engineering, 2026. https://doi.org/10.3311/PPci.44078

Issue

Section

Research Article