Compressive Strength of Concretes Containing Calcium Hydroxide Treated Wood Sawdust and Agave Fibres

The aim of this study is to investigate the effect of the addition of treated wood sawdust (WS) and agave fibres (AF) in ecological concrete mixtures. A methodology consisting in the immersion in a calcium hydroxide solution was implemented for the WS and the AF. The treated WS and AF were used to elaborate concrete mixtures considering different proportions. Afterwards the compressive strength (CS) of the concretes was evaluated at 7, 14 and 28 days. The results did not show significant differences in the slump of the concrete mixtures containing WS and AF, or combination of these. The CS of the concretes containing WS was reduced in comparison with the control concrete. However, the CS of the concretes with a combination of WS and AF were higher than the control concrete.

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Publication Details

Journal
Ciencia y reflexión :
Published
2025-09-25
DOI
https://doi.org/10.70747/cr.v4i3.414
Primary Topic
Natural Fiber Reinforced Composites
Type
article
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article

Compressive Strength of Concretes Containing Calcium Hydroxide Treated Wood Sawdust and Agave Fibres

Cristóbal Ramírez Salinas, Marco Antonio Maldonado Garcia, Joaquín Marqués Pascual, Marco Antonio Maldonado-García et al.
Ciencia y reflexión :
Natural Fiber Reinforced Composites
article

Compressive Strength of Concretes Containing Calcium Hydroxide Treated Wood Sawdust and Agave Fibres

Cristóbal Ramírez Salinas, Marco Antonio Maldonado Garcia, Joaquín Marqués Pascual, Marco Antonio Maldonado-García, E. Jiménez, Guillermo Quero Ramírez, Noel León Albiter, F. Moreno
article en

Abstract

The aim of this study is to investigate the effect of the addition of treated wood sawdust (WS) and agave fibres (AF) in ecological concrete mixtures. A methodology consisting in the immersion in a calcium hydroxide solution was implemented for the WS and the AF. The treated WS and AF were used to elaborate concrete mixtures considering different proportions. Afterwards the compressive strength (CS) of the concretes was evaluated at 7, 14 and 28 days. The results did not show significant differences in the slump of the concrete mixtures containing WS and AF, or combination of these. The CS of the concretes containing WS was reduced in comparison with the control concrete. However, the CS of the concretes with a combination of WS and AF were higher than the control concrete.

Ciencia y reflexión :Vol. 4(3)
Instituto Tecnológico de Oaxaca (MX), Tecnológico Nacional de México (MX)
Openalex Percentile: Top 77%
Natural Fiber Reinforced Composites
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