2023
DOI: 10.18540/jcecvl9iss5pp15916-01e
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Mechanical properties of compressed earth blocks reinforced with glass fibers and palm fibers: Experiments and simulation

Abstract: The civil and mechanical engineers are interested in studying how much load structures can support. Recently, the use of environmentally friendly materials has become widely spread in the field of construction because they do not contribute to the propagation of greenhouse gases, unlike cement construction. In this research, we try to address the problem of the fragility of clay bricks. We use the compressed earth technique and add palm fibers and glass fibers. We want to know the effect of adding these fibers… Show more

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Cited by 7 publications
(6 citation statements)
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References 23 publications
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“…• Nine articles focused on powder: water hyacinth ash [44], sugarcane bagasse ash [7,35,45,46], and rice husk ash [47][48][49][50]; • Five articles focused on fibers: Pennisetum setaceum [51], plantain pseudo-stem fiber [52], coconut fiber [53], alfa fiber [54] and paper cellulose [55]; • Four items studied other types of waste: wheat and barley straw [27], sargassum muticum seaweed [31], crepidula fornicata seashells [56], and shea butter waste [57].…”
Section: Article Search and Filtration Techniquementioning
confidence: 99%
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“…• Nine articles focused on powder: water hyacinth ash [44], sugarcane bagasse ash [7,35,45,46], and rice husk ash [47][48][49][50]; • Five articles focused on fibers: Pennisetum setaceum [51], plantain pseudo-stem fiber [52], coconut fiber [53], alfa fiber [54] and paper cellulose [55]; • Four items studied other types of waste: wheat and barley straw [27], sargassum muticum seaweed [31], crepidula fornicata seashells [56], and shea butter waste [57].…”
Section: Article Search and Filtration Techniquementioning
confidence: 99%
“…Reinforcement Other [54] Compaction -Use of excavated soil [55] Lime + dairy Polypropylene fiber - [56] Lime Sawdust - [57] Lime + coal aggregates 2/20 -- [52] Lime + gravel -- [29] Compaction + (limestone, sandstone, porphyry) aggregates -- [58] Compaction + calcium carbide residue -- [50] Phosphoric acid + burnt laterite -- [56] Lime Wood + coal - [47] Lime Alfa fiber -…”
Section: Reference Stabilizationmentioning
confidence: 99%
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“…We established the S/M ratio at 0.50, the W/L ratio at 0.38, and the Sp/L ratio at 1.5% for each of the concrete mixes that were utilized. Because it ignores the crucial components of admixtures and additions, the Dreux-Gorisse method is deemed inappropriate and impracticable for selfcompacting concrete (SCC) [13][14][15][16][17][18][19]. The majority of self-consolidating concrete (SCC) formulas are currently developed primarily through empirical methods [20][21][22][23][24].…”
Section: A Formulation For All Sccmentioning
confidence: 99%
“…Several studies have been carried out by Algerian researchers on concrete mixed with local materials, and these results have given acceptable to good results [10][11][12][13][14][15][16][17][18][19][20][21].…”
Section: Introductionmentioning
confidence: 99%