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contributor authorKewei Gao
contributor authorPierre Bick
contributor authorMuhannad T. Suleiman
contributor authorXiwei Li
contributor authorJeffrey Helm
contributor authorDerick G. Brown
contributor authorNabil Zouari
date accessioned2023-11-27T23:26:01Z
date available2023-11-27T23:26:01Z
date issued5/19/2023 12:00:00 AM
date issued2023-05-19
identifier otherJGGEFK.GTENG-11140.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293555
description abstractThe 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.
publisherASCE
titleWind Erosion Mitigation Using Microbial-Induced Carbonate Precipitation
typeJournal Article
journal volume149
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/JGGEFK.GTENG-11140
journal fristpage04023053-1
journal lastpage04023053-13
page13
treeJournal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 008
contenttypeFulltext


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