Effect of the Number of Loading Cycles on the Behavior of a Stabilized Fiber-Reinforced Soft Soil: Energy Evaluation
Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11
Abstract
When a material is subjected to cyclic loading, there are changes in the material’s geomechanical behavior that need to be known and characterized for a safe design. To this end, a series of unconfined compressive strength (UCS) tests was performed, with and without the application of cyclic loading, to study the effect of the number of loading cycles on the behavior of a soft soil stabilized with different binder contents, unreinforced and reinforced with polypropylene fibers. The results were analyzed in terms of the evolution of elastic and plastic deformation energy, and it was observed that plastic energy prevailed in the first cycles, but decreased with the increase in the number of loading cycles. The accumulated plastic deformation occurring during the cyclic loading induced a strain-hardening effect that was responsible for the increase in the undrained resilient modulus and in the postcyclic unconfined compressive strength, regardless of the binder content and fiber reinforcement. The addition of polypropylene fibers led to a reduction in the elastic deformation energy, which was more noticeable in the first cycles, leading to an increase in the accumulated plastic axial strains and to a reduction in the undrained resilient modulus during the cyclic loading. These facts are explained by the high compressibility of the fibers and by the weakening of the stabilized matrix as a result of the physical presence of the fibers which may prevent the development of some cementitious bonds. However, the addition of fibers led to an increase in the energy absorption capacity, explained by the fact that the deformations occurring during the cyclic loading allow an earlier mobilization of the fibers as the UCS test proceeds.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors express their thanks to CIMPOR and Biu International for supplying the binders and the fibers, and to the institutions that financially supported the research: Individual Research Grant 2021.05748.BD, Project Research Grant FCT (PTDC/ECI-CON/28382/2017), and the R&D Units CIEPQPF (UIDB/00102/2020), ISISE (UIDB/04029/2020), and ACIV.
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Journal of Materials in Civil Engineering
Volume 35 • Issue 11 • November 2023
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© 2023 American Society of Civil Engineers.
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Received: Jul 15, 2022
Accepted: Mar 1, 2023
Published online: Aug 24, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 24, 2024
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