Rice husk ash reduces damage rate of CEB under uniaxial compression

To address the current environmental challenges of reducing atmospheric pollutants and contributing to recycling, this work reuses waste residues from the agroindustrial sector for manufacturing compressed earth blocks (CEBs). The main objective of this study is to evaluate rice husk ash (RHA) stabilizer as damage rate reducer in CEBs under uniaxial compressive loads. The methodology includes the fabrication of cylindrical samples of CEB densified at a pressure of 10 MPa using a laboratory compactor. The samples are tested in uniaxial compressive loadings using a universal testing machine to produce failure. The CEB samples without RHA are compared to the samples showing maximum strength manufactured with RHA. The experimental engineering stress-strain curves were analyzed to determine the damage rate as a function of strain. The results show that incorporating RHA as a stabilizer reduces the damage rate of compressed earth blocks (CEB) under uniaxial compression from 3.04 to 0.36, representing an 88% reduction.

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Publication Details

Journal
Procedia Structural Integrity
Published
2025-01-01
DOI
https://doi.org/10.1016/j.prostr.2025.06.070
Citations
1
Primary Topic
Hygrothermal properties of building materials
Type
article
Field-Weighted Citation Impact
1.01

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article

Rice husk ash reduces damage rate of CEB under uniaxial compression

Shady Attia, Víctor Tuninetti, Gustavo Ciudad, Marian Valenzuela
1 citations
Procedia Structural Integrity
Hygrothermal properties of building materials
1.01
article

Rice husk ash reduces damage rate of CEB under uniaxial compression

Shady Attia, Víctor Tuninetti, Gustavo Ciudad, Marian Valenzuela
article en
1 citations

Abstract

To address the current environmental challenges of reducing atmospheric pollutants and contributing to recycling, this work reuses waste residues from the agroindustrial sector for manufacturing compressed earth blocks (CEBs). The main objective of this study is to evaluate rice husk ash (RHA) stabilizer as damage rate reducer in CEBs under uniaxial compressive loads. The methodology includes the fabrication of cylindrical samples of CEB densified at a pressure of 10 MPa using a laboratory compactor. The samples are tested in uniaxial compressive loadings using a universal testing machine to produce failure. The CEB samples without RHA are compared to the samples showing maximum strength manufactured with RHA. The experimental engineering stress-strain curves were analyzed to determine the damage rate as a function of strain. The results show that incorporating RHA as a stabilizer reduces the damage rate of compressed earth blocks (CEB) under uniaxial compression from 3.04 to 0.36, representing an 88% reduction.

Procedia Structural IntegrityVol. 68
Universidad de La Frontera (CL), University of Liège (BE)
Universidad de La Frontera, Agencia Nacional de Investigación y Desarrollo
Openalex Percentile: Top 23%
Hygrothermal properties of building materials
1.01
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Rice husk ash reduces damage rate of CEB under uniaxial compression — Shady Attia, Víctor Tuninetti, et al. · Procedia Structural Integrity (2025) | TGRS Research Map | TGRS