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Estimation on ureolysis-based microbially induced calcium carbonate precipitation progress for geotechnical applications
Authors:Hamed Khodadadi Tirkolaei  Huriye Bilsel
Institution:1. Civil Engineering Department, Eastern Mediterranean University, Famagusta, Mersin, Turkeyhamed.khodadadi@cc.emu.edu.tr khodadadi83@gmail.com;3. Civil Engineering Department, Eastern Mediterranean University, Famagusta, Mersin, Turkey
Abstract:There are some key challenges in the geotechnical applications of microbially induced CaCO3 precipitation technique. These challenges mainly arise from lack of enough control on precipitation patterns within the soil. Monitoring precipitation progress in treatment solution (biogrout) before injection provides useful information on controlling the precipitation pattern. In this study, a hybrid of electrical conductivity change measurements and precipitation mass measurements was proposed for the monitoring. The results were described as characteristic curves which would provide useful information on interpreting, estimating, and steering the precipitation pattern within the soil. The effects of some influencing factors on the precipitation patterns were also statistically investigated. XRD, FTIR, and SEM were used for the microscale identification analysis of the precipitated solids.
Keywords:Biocementation  biogeotechnical engineering  biogeotechnology  biogrout  microbial geotechnics  soil improvement
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