Discussions and Closures
Jun 17, 2021

Discussion of “Cement, Lime, and Fly Ashes in Stabilizing Expansive Soils: Performance Evaluation and Comparison” by Masrur Mahedi, Bora Cetin, and David J. White

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 9
First page of PDF

Get full access to this article

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

References

ASTM. 2016. Standard test method for unconfined compressive strength of cohesive soil. West Conshohocken, PA: ASTM.
Baldovino, J. J. A., E. B. Moreira, E. Carazzai, E. V. G. Rocha, R. L. S. Izzo, W. Mazer, and J. L. Rose. 2019. “Equations controlling the strength of sedimentary silty soil–cement blends: Influence of voids/cement ratio and types of cement.” Int. J. Geotech. Eng. 15 (3): 1–14. https://doi.org/10.1080/19386362.2019.1612134.
Berger, E., D. N. Little, and R. Graves. 2001. Technical memorandum: Guidelines for stabilization of soils containing sulfates. Arlington, VA: National Lime Association.
Consoli, N. C., E. J. Bittar Marín, R. A. Quiñónez Samaniego, H. C. Scheuermann Filho, T. Miranda, and N. Cristelo. 2019. “Effect of mellowing and coal fly ash addition on behavior of sulfate-rich dispersive clay after lime stabilization.” J. Mater. Civ. Eng. 31 (6): 10. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002699.
Consoli, N. C., L. Festugato, H. C. Scheuermann Filho, G. D. Miguel, A. Tebechrani Neto, D. Andreghetto. 2020. “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., B. Z. Hoch, L. Festugato, A. Diambra, E. Ibraim, and J. K. da Silva. 2018. “Compacted chalk putty–cement blends: Mechanical properties and performance.” J. Mater. Civ. Eng. 30 (2): 04017266. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002141.
Consoli, N. C., E. Ibraim, A. Diambra, L. Festugato, and S. Marques. 2017a. “A sole empirical correlation expressing strength of fine-grained soils—Lime mixtures.” Soils Rocks 40 (2): 147–153. https://doi.org/10.28927/SR.402147.
Consoli, N. C., S. F. V. Marques, M. F. Floss, and L. Festugato. 2017b. “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.
Consoli, N. C., S. F. V. Marques, N. C. Sampa, M. S. Bortolotto, A. T. Siacara, H. P. Nierwinski, F. Pereira, and L. Festugato. 2017c. “A general relationship to estimate strength of fibre-reinforced cemented fine-grained soils.” Geosynth. Int. 24 (4): 435–441. https://doi.org/10.1680/jgein.17.00006.
Dermatas, D. 1995. “Ettringite-induced swelling in soils: State-of-the-art.” Appl. Mech. Rev. 48 (10): 659–673. https://doi.org/10.1115/1.3005046.
Harris, P., T. Scullion, and S. Sebesta. 2004. Technical report documentation page: Hydrated lime stabilization of sulfate-bearing soils in Texas. Austin, TX: Texas Dept. of Transportation.
Henzinger, C., S. A. Schuhmacher, and L. Festugato. 2018. “Applicability of the porosity/binder index to nonhomogeneous mixtures of fine-grained soil with lignite fly ash.” J. Mater. Civ. Eng. 30 (9): 06018013. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002447.
Hunter, D. 1988. “Lime-induced heave in sulfate-bearing clay soils.” J. Geotech. Eng. 114 (2): 150–167. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:2(150).
Jones, D., A. Rahim, S. Saadeh, and J. Harvey. 2010. Guidelines for the stabilization of subgrade soils in California. Los Angeles: Univ. of California.
Little, D. N., and S. Nair. 2009a. Recommended practice for stabilization of subgrade soils and base materials—Document 144. Washington, DC: Transportation Research Board.
Little, D. N., and S. Nair. 2009b. Recommended practice for stabilization of sulfate-rich subgrade soils—Document 145. Washington, DC: Transportation Research Board.
Massazza, F. 1998. “Pozzolana and pozzolanic cements.” In Lea’s chemistry of cement and concrete, edited by P. C. Hewlett, 471–635. Amsterdam, Netherlands: Elsevier. https://doi.org/10.1016/B978-075066256-7/50022-9.
Miguel, G. D. 2020. “Desempenho e Comportamento Mecânico de Um Solo Dispersivo e Sulfatado Tratado com uma Pozolana Artificial, Cal de Carbureto e Reforçado com Fibras de Vidro.” Master’s thesis, Dept. of Civil Engineering, Universidade Federal do Rio Grande do Sul.
Mitchell, J. K., and D. Dermatas. 1992. “Clay soil heave caused by lime-sulfate reactions.” In Innovations and uses for lime. West Conshohocken, PA: ASTM.
Moreira, E. B., J. A. Baldovino, J. L. Rose, and R. L. S. 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.
Rogers, C. D. F., S. Glendinning, and T. E. J. Roff. 1997. “Lime modification of clay soils for construction expediency.” Proc. Inst. Civ. Eng. 125 (4): 242–249. https://doi.org/10.1680/igeng.1997.29660.
Talluri, N., A. J. Puppala, B. C. S. Chittoori, A. H. Gaily, and P. Harris. 2013. “Stabilization of high-sulfate soils by extended mellowing.” Transp. Res. Rec. 2363 (1): 96–104. https://doi.org/10.3141/2363-11.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 9September 2021

History

Received: Jun 6, 2020
Accepted: Aug 6, 2020
Published online: Jun 17, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 17, 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 (corresponding author). ORCID: https://orcid.org/0000-0001-6028-9115. Email: [email protected]
Hugo Carlos Scheuermann Filho [email protected]
Ph.D. Candidate, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. Email: [email protected]
Associate Professor, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: https://orcid.org/0000-0002-6710-8927. Email: [email protected]
Research Fellow, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: https://orcid.org/0000-0002-6982-6957. 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

  • Discussion of “Effect of Alkali-Resistant Glass Fibers and Cement on the Geotechnical Properties of Highly Expansive Soil”, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-14308, 35, 6, (2023).
  • Discussion of “Mechanical Strength Improvement of Cement-Stabilized Soil Using Natural Rubber Latex for Pavement Base Applications” by Apinun Buritatun, Thaworn Takaikaew, Suksun Horpibulsuk, Artit Udomchai, Menglim Hoy, Nopparat Vichitcholchai, and Arul Arulrajah, Journal of Materials in Civil Engineering, 10.1061/(ASCE)MT.1943-5533.0004057, 34, 1, (2022).
  • A review on the effect of fly ash on the geotechnical properties and stability of soil, Cleaner Materials, 10.1016/j.clema.2022.100151, 6, (100151), (2022).

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