Article (Scientific journals)
Rice husk ash reduces damage rate of CEB under uniaxial compression
Valenzuela, Marian; Víctor Tuninetti; Attia, Shady
2025In Procedia Structural Integrity, 68, p. 386-390
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Keywords :
Compressed earth block; rice husk ash; damage rate; strain; fracture
Abstract :
[en] 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.
Disciplines :
Architecture
Author, co-author :
Valenzuela, Marian
Víctor Tuninetti
Attia, Shady  ;  Université de Liège - ULiège > Urban and Environmental Engineering
Language :
English
Title :
Rice husk ash reduces damage rate of CEB under uniaxial compression
Publication date :
01 August 2025
Journal title :
Procedia Structural Integrity
eISSN :
2452-3216
Publisher :
Elsevier, Amsterdam, Netherlands
Volume :
68
Pages :
386-390
Peer reviewed :
Peer Reviewed verified by ORBi
Development Goals :
11. Sustainable cities and communities
13. Climate action
Available on ORBi :
since 13 July 2025

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