Influence of Abaca Fiber Inclusion on the Unconfined Compressive Strength of Reconstituted Sandy Silts
Author
Albuja-Sánchez, J.Alcívar, E.
Escobar, D.
Montero, J.
Realpe, G.
Muñoz, A.
Peñaherrera-Aguirre, M.
Affiliation
College of Science, University of Arizona,Issue Date
2022-11-12Keywords
abaca fiberfiber-reinforced soil
simple compression test
soil improvement
unconfined compression test
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Albuja-Sánchez, J.; Alcívar, E.; Escobar, D.; Montero, J.; Realpe, G.; Muñoz, A.; Peñaherrera-Aguirre, M. Influence of Abaca Fiber Inclusion on the Unconfined Compressive Strength of Reconstituted Sandy Silts. Fibers 2022, 10, 99. https://doi.org/10.3390/fib10110099Journal
FibersRights
© 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution license.Collection Information
This item from the UA Faculty Publications collection is made available by the University of Arizona with support from the University of Arizona Libraries. If you have questions, please contact us at repository@u.library.arizona.edu.Abstract
The present investigation determines the influence of abaca (Musa textilis) fiber inclusion on the simple compressive strength of reconstituted sandy silt specimens. For this purpose, fibers of different lengths (5, 10 and 15 mm) and quantities (0.5, 1.0, 1.5 and 2.0% of soil dry weight) are added to produce the reconstituted specimens. Subsequently, the physical and mechanical behavior of soil–fiber mixtures were evaluated through compaction and unconfined compression tests. The experimental results showed that increases in fiber content or length, or both, led to a 1235.1% increase in maximum compression stress (compared to the fiber-free soil). Compression failure occurred at a greater axial strain when 10 and 15 mm fibers were added at 1% dosage or in percentages equal to or greater than 1.5% regardless of fiber length. A series of linear mixed models identified statistically significant effects of fiber length and percentage on the level of effort and on the unitary deformation. © 2022 by the authors.Note
Open access journalISSN
2079-6439Version
Final Published Versionae974a485f413a2113503eed53cd6c53
10.3390/fib10110099
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Except where otherwise noted, this item's license is described as © 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution license.