Technical Papers
Sep 23, 2021

Surface Stabilization of Soils Susceptible to Wind Erosion Using Volcanic Ash–Based Geopolymer

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 12

Abstract

This study evaluates the surface application of a volcanic ash-based geopolymer for the stabilization of soils susceptible to wind erosion. To achieve this, the mechanical properties of different soil types treated with various geopolymeric mix designs are evaluated using unconfined compressive strength (UCS) tests. The effects of volcanic ash (VA) and alkaline activator (AA) on the stabilization of silty sand soil are analyzed for two different curing conditions and over an extended curing period of 3 to 100 days. As different types of nonplastic fine-grained soil are vulnerable to various modes of wind erosion. The effectiveness of the geopolymer in the treatment of different types of nonplastic fine-grained soils (with fines content between 0% and 100%) is assessed through the UCS tests. Furthermore, the mechanical strength of soil samples prepared by three different preparation methods is evaluated. The impact of crust thickness, activator solution quantity, and curing conditions on the erodibility and friction velocity of three different soil types (clean sand, silty sand, and silty soil specimens) are measured by wind tunnel experiments. The results show that treatment with the geopolymer can notably increase the threshold friction velocity and reduce the soil wind erodibility. It is concluded that proper determination of the geopolymer mix design requires consideration of the soil type, maximum wind speed, and ambient conditions.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 12December 2021

History

Received: Oct 3, 2020
Accepted: Apr 15, 2021
Published online: Sep 23, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 23, 2022

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Authors

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Nader Shariatmadari [email protected]
Professor, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 16844, Iran. Email: [email protected]
Postgraduate Researcher, School of Civil Engineering, Iran Univ. of Science and Technology, Narmak, Tehran 16844, Iran. ORCID: https://orcid.org/0000-0002-8268-1553. Email: [email protected]
Akbar A. Javadi [email protected]
Professor, Dept. of Engineering, Univ. of Exeter, Exeter EX4 4PY, UK (corresponding author). Email: [email protected]

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Cited by

  • Freeze–Thaw Characteristics of Slaking Marl Clay Stabilized with a Binder Based on Alkali-Activated Recycled Glass Powder, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-15432, 35, 11, (2023).
  • The Effects of Soil Porosity and Mix Design of Volcanic Ash-Based Geopolymer on the Surface Strength of Highly Wind Erodible Soils, Minerals, 10.3390/min12080984, 12, 8, (984), (2022).

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