Technical Papers
Feb 19, 2020

Characterization of Crude Bacterial Urease for CaCO3 Precipitation and Cementation of Silty Sand

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 5

Abstract

Biocementation catalyzed by ureolytic bacteria or enzyme urease is a promising technique for the treatment of liquefiable soil. Silty sand is often encountered in natural conditions and is often prone to earthquake liquefaction. However, the applicability of the biocementation to silty sand is still a challenge. In this study, we proposed and tested a new method of applying the biocementation to silty sand. In this method, crude urease obtained from the lysis of ureolytic bacteria was used for the soil treatment instead of using live bacteria directly. It was found that crude urease could be successfully obtained from bacteria using the ultrasonic cell lysis method. The activity of the crude urease was relatively high in 0.011  mol/L of urea concentrations and 5–11 pH values and increased in temperature in the tested range (10°C–50°C). The results of the CaCO3 precipitation reaction tests showed that crude urease was capable of hydrolyzing urea and could be used in the biocementation treatment when the initial urea concentration was not higher than 0.5  mol/L. Triaxial consolidated undrained tests and CaCO3 content measurements were conducted on the silty sand samples treated by either urease or live bacteria. Silty sand samples treated by urease had higher shear strengths and more dilative stress-strain responses during the undrained shear as compared with the samples treated by live bacteria. In the bacteria-treated samples, CaCO3 was prone to accumulating at the injection side of the samples, while the treatment using crude urease can alleviate such a problem by showing higher CaCO3 contents at farther locations of the samples.

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Acknowledgments

This work was financially supported by the National Natural Science Foundation of China (Nos. 51608169, 41630638, 51609093, and 51578214), the National Key Research and Development Program of China (No. 2016YFC0800205), the Ministry of Education, Singapore (No. MOE2015-T2-2-142), and the Centre for Usable Space, Nanyang Technological University, Singapore.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 5May 2020

History

Received: Sep 13, 2018
Accepted: Sep 4, 2019
Published online: Feb 19, 2020
Published in print: May 1, 2020
Discussion open until: Jul 19, 2020

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Jia He, Ph.D. [email protected]
Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Associate Professor, Jiangsu Research Center for Geotechnical Engineering Technology, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. Email: [email protected]
Yufeng Gao, Ph.D. [email protected]
Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author). Email: [email protected]
Zhangxiang Gu [email protected]
Master Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. Email: [email protected]
Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, 50 Nanyang Ave., Singapore 639798. ORCID: https://orcid.org/0000-0003-1404-1834. Email: [email protected]
Ph.D. Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. Email: [email protected]

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