Abstract

The wind erosion resistance of the microbial-induced carbonate precipitation (MICP)-treated soil was investigated in this study using wind tunnel experiments. A wind tunnel was calibrated to simulate the atmospheric boundary layer (ABL). The erosion modes of the soil samples with increasing and cyclic wind loading were analyzed using digital imaging techniques. The calcium carbonate content and its uniformity in treated soils were determined using an atomic absorption spectrometer. The effect of soil relative density, soil type, MICP treatment protocol, and wind loads on wind erosion mitigation was evaluated. Based on the testing conditions, a MICP treatment protocol using 0.25 pore volume of bacteria medium (Sporosarcina pasteurii, ATCC 11859) followed by 0.25 pore volume of 0.3 M cementation medium was determined as the optimal treatment for increasing wind load resistance. A calcium content of 0.28% for the soil surface layer was the minimum calcium carbonate content necessary to mitigate wind erosion for the increasing wind loading condition. For the cyclic wind loading condition, a MICP treatment protocol to achieve a minimum calcium carbonate content of 0.68% was determined as the optimum treatment protocol.

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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

The work described in this paper was part of a research program on Sustainable Bio-modification of Surface Soils to Resist Erosion due to Wind Loading funded by Qatar National Research Fund (a member of the Qatar Foundation) (Project No. NPRP 8-1929-2-766). This support is gratefully acknowledged.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 8August 2023

History

Received: Jun 28, 2022
Accepted: Feb 27, 2023
Published online: May 19, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 19, 2023

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Kewei Gao, S.M.ASCE [email protected]
Senior R&D Engineer, State Key Laboratory of Special Functional Waterproof Materials, Beijing Oriental Yuhong Waterproof Technology Co., Ltd., Beijing 101111, China. Email: [email protected]
Pierre Bick, M.ASCE [email protected]
Project Manager, The Walsh Group–Walsh Construction & Archer Western New Bern, 11000 Regency Parkway, Suite 100, Cary, NC 27518. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author). ORCID: https://orcid.org/0000-0001-6920-9337. Email: [email protected]
Xiwei Li, S.M.ASCE [email protected]
Ph.D. Student, Dept. of Civil, Environmental, and Sustainable Engineering, Arizona State Univ., Tempe, AZ 85281. Email: [email protected]
Jeffrey Helm [email protected]
Associate Professor, Dept. of Mechanical Engineering, Lafayette College, Easton, PA 18042. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. ORCID: https://orcid.org/0000-0001-7311-3135. Email: [email protected]
Nabil Zouari, Ph.D. [email protected]
Professor, Environmental Sciences Program, Dept. of Biological and Environmental Sciences, College of Arts and Sciences, Qatar Univ., P.O. Box: 2713, Doha, Qatar. Email: [email protected]

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