Discussions and Closures
Mar 26, 2021

Discussion of “Engineering Properties of Biocementation Coarse- and Fine-Grained Sand Catalyzed by Bacterial Cells and Bacterial Enzyme” by Tung Hoang, James Alleman, Bora Cetin, and Sun-Gyu Choi

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 6
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Choi, S. G., J. Chu, R. C. Brown, K. Wang, and Z. Wen. 2017. “Sustainable biocement production via microbially induced calcium carbonate precipitation: Use of limestone and acetic acid derived from pyrolysis of lignocellulosic biomass.” ACS Sustainable Chem. Eng. 5 (6): 5183–5190. https://doi.org/10.1021/acssuschemeng.7b00521.
Consoli, N. C., R. C. Cruz, M. F. Floss, and L. Festugato. 2010. “Parameters controlling tensile and compressive strength of artificially cemented sand.” J. Geotech. Geoenviron. Eng. 136 (5): 759–763. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000278.
Consoli, N. C., A. V. da Fonseca, S. R. Silva, R. C. Cruz, and A. Fonini. 2012. “Parameters controlling stiffness and strength of artificially cemented soils.” Géotechnique 62 (2): 177–183. https://doi.org/10.1680/geot.8.P.084.
Consoli, N. C., A. da Silva, A. M. Barcelos, L. Festugato, and F. Favretto. 2020a. “Porosity/cement index controlling flexural tensile strength of artificially cemented soils in Brazil.” Geothech. Geol. Eng. 38 (1): 713–722. https://doi.org/10.1007/s10706-019-01059-w.
Consoli, N. C., L. Festugato, H. C. Scheuermann Filho, G. D. Miguel, A. Tebechrani Neto, and D. Andreghetto. 2020b. “Durability assessment of soil-pozzolan-lime blends through ultrasonic pulse velocity test.” J. Mater. Civ. Eng. 32 (8): 04020223. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003298.
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).
Consoli, N. C., S. F. Veloso Marques, M. F. Floss, and L. Festugato. 2017. “Broad-spectrum empirical correlation determining tensile and compressive strength of cement-bonded clean granular soils.” J. Mater. Civ. Eng. 29 (6): 06017004. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001858.
Diambra, A., L. Festugato, E. Ibraim, A. Peccin, 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.
Diambra, A., E. Ibraim, L. Festugato, and M. B. Corte. 2019. “Stiffness of artificially cemented sands: Insight on characterisation through empirical power relationships.” Road Mater. Pavement Des. 1–11. https://doi.org/10.1080/14680629.2019.1705379.
Diambra, A., E. Ibraim, A. Peccin, N. C. Consoli, and L. Festugato. 2017. “Theoretical derivation of artificially cemented granular soil strength.” J. Geotech. Geoenviron. Eng. 143 (5): 04017003. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001646.
Festugato, L., A. Peccin, A. Diambra, N. C. Consoli, and E. Ibraim. 2018. “Modelling tensile/compressive strength ratio of fibre reinforced cemented soils.” Geotext. Geomembr. 46 (2): 155–165. https://doi.org/10.1016/j.geotexmem.2017.11.003.
Mahawish, A., A. Bouazza, and W. P. Gates. 2019. “Unconfined compressive strength and visualization of the microstructure of coarse sand subjected to different biocementation levels.” J. Geotech. Geoenviron. Eng. 145 (8): 04019033. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002066.
Neupane, D., H. Yasuhara, N. Kinoshita, and T. Unno. 2013. “Applicability of enzymatic calcium carbonate precipitation as a soil-strengthening technique.” J. Geoth. Geoenviron. Eng. 139 (12): 2201–2211. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000959.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 6June 2021

History

Received: Feb 28, 2020
Accepted: Jul 23, 2020
Published online: Mar 26, 2021
Published in print: Jun 1, 2021
Discussion open until: Aug 26, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: https://orcid.org/0000-0001-6028-9115. Email: [email protected]
Associate Professor, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-6710-8927. Email: [email protected]
Sérgio Filipe Veloso Marques, Ph.D. [email protected]
Research Fellow, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Universidade Estadual do Oeste do Paraná, Cascavel 85819-110, Brazil; formerly, Ph.D. Candidate, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: https://orcid.org/0000-0002-7664-8706. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share