Closure to “Equations Controlling Tensile and Compressive Strength Ratio of Sedimentary Soil–Cement Mixtures under Optimal Compaction Conditions” by Jair de Jesús Arrieta Baldovino, Ronaldo Luis dos Santos Izzo, Mirian Dayane Pereira, Eduardo Vieira de Goes Rocha, Juliana Lundgren Rose, and Vitor Reinaldo Bordignon
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Acknowledgments
The authors gratefully acknowledge the financial support from the Coordination for the Improvement of Higher Education Personnel (CAPES)- Finance Code 001, Fundação Araucária do Paraná and National Council for Scientific and Technological Development (CNPq) in Brazil.
References
ABNT (Associação Brasileira de Normas Técnicas). 2012. Solo-cimento—Dosagem para emprego como camada de pavimento—Procedimento [Soil-cement—Mixture for use in pavement layer—Procedure]. [In Portuguese.]. Rio de Janeiro, Brazil: ABNT.
Arrieta Baldovino, J. D. J., R. L. dos Santos Izzo, É. R. da Silva, and J. Lundgren Rose. 2020. “Sustainable use of recycled-glass powder in soil stabilization.” J. Mater. Civ. Eng. 32 (5): 04020080. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003081.
ASTM. 2016. Standard test method for measurement of soil potential (suction) using filter paper. ASTM D5298. West Conshohocken, PA: ASTM.
Baldovino, J. A., E. B. Moreira, R. L. D. S. Izzo, and J. L. Rose. 2018. “Empirical relationships with unconfined compressive strength and split tensile strength for the long term of a lime-treated silty soil.” J. Mater. Civ. Eng. 30 (8): 06018008. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002378.
Baldovino, J. D. J. A., R. dos Santos Izzo, J. L. Rose, and M. A. Avanci. 2020a. “Geopolymers based on recycled glass powder for soil stabilization.” Geotech. Geol. Eng. 38 (4): 4013–4031. https://doi.org/10.1007/s10706-020-01274-w.
Baldovino, J. D. J. A., R. L. dos Santos Izzo, F. Feltrim, and É. R. da Silva. 2020b. “Experimental study on Guabirotuba’s soil stabilization using extreme molding conditions.” Geotech. Geol. Eng. 38 (3): 2591–2607. https://doi.org/10.1007/s10706-019-01171-x.
Baldovino, J. D. J. A., R. L. dos Santos Izzo, E. B. Moreira, and J. L. Rose. 2019a. “Optimizing the evolution of strength for lime-stabilized rammed soil.” J. Rock Mech. Geotech. Eng. 11 (4): 882–891. https://doi.org/10.1016/j.jrmge.2018.10.008.
Baldovino, J. D. J. A., E. B. Moreira, É. Carazzai, E. V. D. G. Rocha, R. dos Santos Izzo, W. Mazer, and J. L. Rose. 2019b. “Equations controlling the strength of sedimentary silty soil–cement blends: Influence of voids/cement ratio and types of cement.” Int. J. Geotech. Eng. 1–14. https://doi.org/10.1080/19386362.2019.1612134.
Consoli, N. C., R. A. Quiñónez, L. E. González, and R. A. López. 2017. “Influence of molding moisture content and porosity/cement index on stiffness, strength, and failure envelopes of artificially cemented fine-grained soils.” J. Mater. Civ. Eng. 29 (5): 04016277. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001819.
Diambra, A., L. Festugato, E. Ibraim, A. P. da Silva, and N. C. Consoli. 2018. “Modelling tensile/compressive strength ratio of artificially cemented clean sand.” Soils Found. 58 (1): 199–211. https://doi.org/10.1016/j.sandf.2017.11.011.
Moreira, E. B., J. A. Baldovino, J. L. Rose, and R. L. dos Santos Izzo. 2019. “Effects of porosity, dry unit weight, cement content and void/cement ratio on unconfined compressive strength of roof tile waste-silty soil mixtures.” J. Rock Mech. Geotech. Eng. 11 (2): 369–378. https://doi.org/10.1016/j.jrmge.2018.04.015.
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Journal of Materials in Civil Engineering
Volume 33 • Issue 4 • April 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Apr 11, 2020
Accepted: Sep 15, 2020
Published online: Jan 29, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 29, 2021
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