Technical Papers
Sep 28, 2023

Durability and Permanency Studies in Sulfate-Laden Soils Treated with Nano- and Crystalline Silica-Based Admixtures

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 12

Abstract

A research study was performed to assess the durability and permanency of chemical treatment in sulfate-rich expansive soils with novel silica-based admixtures and calcium or Ca-based stabilizer. Crystalline Silica (CS) and Nanosilica (NS) admixtures were selected and used with a traditional dolomitic-hydrated lime to treat problematic high-sulfate expansive soils. The chemically treated soils were investigated for the changes in plasticity at different curing periods, and subsequently, strength tests were performed before and after subjecting the soil specimens to moisture conditioning through capillary soaking. The values of strength, volumetric swell strains, and weight changes after moisture conditioning were compared with those of control specimens. To study the permanency of treatment method, leaching studies were performed using internal flushing on the chemically treated soils to simulate the moisture ingress/digress into subsoils. The effects of different silica-based admixtures with lime were analyzed after 7 leaching cycles. Test results indicated that the normalized specific surface area (SSAN) of 1.05 with CS phases has better moisture susceptible durability and long-term permanency as compared to NS treatment (SSAN of 0.70) or traditional treatment methods. Overall, the paper provides a comprehensive understanding of the durability and permanency aspects of the novel treatment techniques, which may be of enormous benefit to geotechnical and transportation practitioners in enhancing the durability of chemical treatments.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was funded NSF Industry-University Cooperative Research Center (I/UCRC) program funded ‘Center for Integration of Composites into Infrastructure (CICI)’ site at Texas A&M University (NSF PD: Dr. Prakash Balan; Award # 2017796). The authors would also like to thank Dr. Sayantan Chakraborty for his input during the research program.

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Journal of Materials in Civil Engineering
Volume 35Issue 12December 2023

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Received: Feb 9, 2023
Accepted: May 23, 2023
Published online: Sep 28, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 28, 2024

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Senior Research Engineer, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843. ORCID: https://orcid.org/0000-0001-5548-1292. Email: [email protected]
P.E.
D.GE
A.P. & Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: https://orcid.org/0000-0003-0435-6285. Email: [email protected]
Ph.D. Student, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843. ORCID: https://orcid.org/0000-0001-9216-8916. Email: [email protected]

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