Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/151508
Title: Microbially induced calcite precipitation for seepage control in sandy soil
Authors: Gao, Yufeng
Tang, Xinyi
Chu, Jian
He, Jia
Keywords: Engineering::Civil engineering
Issue Date: 2019
Source: Gao, Y., Tang, X., Chu, J. & He, J. (2019). Microbially induced calcite precipitation for seepage control in sandy soil. Geomicrobiology Journal, 36(4), 366-375. https://dx.doi.org/10.1080/01490451.2018.1556750
Project: MOE2015-T2-2-142
Journal: Geomicrobiology Journal
Abstract: Microbially induced calcite precipitation (MICP) can reduce the permeability of soil by reducing the pore volumes. A MICP-based soil improvement method to control water leakage in irrigation channels and reservoirs built on sandy soil grounds is presented in this article. Using this method, a low-permeable hard crust can be formed at the soil surfaces. An experimental study was carried out to evaluate the effect of this method. Sandy soil samples were treated using four different schemes, namely, (1) surface spray, (2) surface spray with the addition of fibers, (3) surface spray and bulk stabilization, and (4) immersion stabilization. By applying around 2.6 L treatment liquid (consisting of ureolytic bacteria, 0.5 mol/L calcium chloride and 0.5 mol/L urea) to the top 2-cm thick soil, the seepage rates of the samples treated by the four different schemes could be reduced by up to 379 times. The conversion rates of calcium source in the tests were up to 89.7%. The results showed that a method of treating the soil in bulk before the formation of a crust on top of the soil layer was effective in reducing the seepage rates. After the bio-treatment, the formed low-permeable hard crust layer was 10 to 20 mm thick with a calcite content higher than 5%. Below the hard crusts, the calcite content was less than 5% and the soil was not properly cemented. Using the mercury intrusion test, it was found that both pore volumes and pore sizes of the bio-treated soil reduced significantly as compared with the untreated soil. Penetration tests using a flat-bottom penetrometer were used to assess the mechanical behavior of the bio-treated soil. The results indicated that the penetration resistance of the bio-treated soil layer was much higher than that of the untreated soil.
URI: https://hdl.handle.net/10356/151508
ISSN: 0149-0451
DOI: 10.1080/01490451.2018.1556750
Rights: © 2019 Informa UK Limited, trading as Taylor & Francis Group. All rights reserved.
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

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