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Assessment of Cement-Lime as Stabilizer on Mud bricks

Journal of Materials Science and Chemical Engineering 2024年第7期12卷 1-13页

作者： Chrisdel Chancelice Ndjeumi Djonga Paul Nestor Djomou George Elambo Nkeng Fatoumata Adda Souaibou Soulemane Anong Department of Environmental Sciences ENSPM University of Maroua Maroua Cameroon Department of Leather and Textile Engineering ENSPM University of Maroua Maroua Cameroon Department of Civil Environmental and Architectural Engineering University of Padova Padova Italy Laboratory of Analysis of CIMENCAM Garoua Cameroon

The aim of this study was to evaluate the compressive strength of clay bricks and their stability to water absorption by inserting stabilizers such as lime and cement of 0%, 4%, 6%, 8%, 10%, 12% to 14%. Spectrometric analysis was used to characterize the various stabilizers and the clay used, and tests of resistance and water absorption were also carried out. The clay was found to be an aluminosilicate (15.55% to 17.17% Al2O3 and 42.12% to 44.15% SiO2). The lime contains 90.84% CaO and the cement has 17.80% SiO2, 3.46% Al2O3, 2.43% Fe2O3 and 58.47% CaO in the combined form of tricalcium silicate, dicalcium silicate, tricalcium aluminate and ferro-tetra calcium aluminate. The results showed that the insertion of locally available stabilizers (lime and cement) improved the strength of the material by almost 80% when the lime was increased from 0% to 14% for 14 days. For compressed cement, a 65% increase in strength was observed under the same conditions. Strength increases with drying time, with a 52% increase in strength at 28 days compared to 14 days. Furthermore, compressed cement bricks have a more compact structure, absorbing very little water (32%). In view of all these results, cement appears to be the best stabilizer, and compression improves compressive strength and reduces water absorption.

关键词： Cement-Stabilized earth Lime-Stabilized earth compressed earth brick Compressive Strength Water Absorption Test

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Comparative Study of the Reactivity of Clay earth Materials for the Production of compressed earth Blocks in Ambient Conditions: Effect on Their Physico-Mechanical Performances

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Journal of Minerals and Materials Characterization and Engineering 2022年第1期10卷 43-56页

作者： Tarmangue Dime Seick Omar Sore Philbert Nshimiyimana Adamah Messan Luc Courard Laboratoire Eco-Matériaux et Habitats Durables (LEMHaD) Institut International d’Ingénierie de l’Eau et de l’Environnement (Institut 2iE) Rue de la Science Ouagadougou Burkina Faso Département Génie Civil Institut Universitaire de Technologie Université Nazi Boni (UNB) Bobo-Dioulasso Burkina Faso Urban and Environmental Engineering (UUE) Université de Liège (ULiege) Liège Belgium

This study assesses the reactivity of four (04) different types of clayey earthen materials (Kamboinsé, Pabré, Saaba, and Kossodo) with Ca(OH)2, analytical lime (AL) versus lime residu (LR), in ambient conditions. The effect of the stabilization of the earth with the LR was also studied on the performances of compressed earth blocks (CEB). The lime content varied from 0% to 20% with respect to the mass of dry earth material. The analysis of the reactivity and physico-mechanical properties were respectively carried out on the solutions of the mixtures (earth + LR and earth + AL) and CEB (earth + LR). The mixtures were cured between 0 and 60 days at the ambient temperature of laboratory (30℃ ± 5℃). The results showed that the reactivity of the clayey earth materials with AL is comparable to that with the LR. At the same time, this reactivity improved the physical and mechanical properties of stabilized CEB depending on the type of earth material, lime content and curing time. The maximum values of the dry compressive strength, observed for each material stabilized with 20% LR, are 6 and 7 MPa (Kamboinsé), 8.8 and 9.3 MPa (Pabré), 6 and 6.5 MPa (Saaba), 8.8 and 9.7 MPa (Kossodo) respectively at curing time of 28 and 45 days. The structural efficiency of CEB was also improved which implies that, in the current conditions, the stabilization of earth materials using LR allows to produce the CEB for potential applications in wall masonry.

关键词： Clayey earth compressed earth brick Analytical Lime Lime Residu Physical and Mechanical Properties

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