Closure to “Effect of Cyclic Loading Frequency on the Behavior of a Stabilized Sand Reinforced with Polypropylene and Sisal Fibers” by Paulo J. Venda Oliveira, Guilherme R. Anunciação, and António A. S. Correia
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The writers would like to express their thanks to the institutions that financially supported the research: Chemical Process Engineering and Forest Products Research Centre (CIEPQPF) (Pest/C/EQB/UI0102/2013), Foundation for Science and Technology from Portugal (FCT) (POCI-01-0145-FEDER-028382), and the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020.
References
Carvalho, R., R. Fangueiro, and J. Neves. 2015. “Durability of natural fibers for geotechnical engineering.” In Vol. 634 of Key engineering materials, 447–454. Freienbach, Switzerland: Trans Tech Publications. https://doi.org/10.4028/www.scientific.net/KEM.634.447.
Consoli, N. C., R. R. de Moraes, and L. Festugato. 2013. “Parameters controlling tensile and compressive strength of fiber-reinforced cemented soil.” J. Mater. Civ. Eng. 25 (10): 1568–1573. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000555.
Consoli, N. C., D. Foppa, L. Festugato, and K. S. Heineck. 2007. “Key parameters for strength control of artificially cemented soils.” J. Geotech. Geoenviron. Eng. 133 (2): 197–205. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:2(197).
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Received: Apr 15, 2022
Accepted: May 24, 2022
Published online: Nov 29, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 29, 2023
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