Technical Notes
Jul 21, 2021

Evaluation and Prediction for the Cementation Effect of MICP Based on Electrical Resistivity

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 10

Abstract

Microbially induced calcium carbonate precipitation (MICP) is widely studied as a promising technique for ground improvement. However, there is no simple and feasible method to evaluate the treatment effects, which limits the extensive application of MICP. This study used electrical resistivity to evaluate and predict the treatment effects. The relationship between electrical resistivity and porosity, moisture content, or CaCO3 content of biotreated sand columns was first studied, and an empirical model of electrical resistivity and soil properties was then proposed to predict the porosity and unconfined compressive strength (UCS). The results showed that when the porosity increased, the electrical resistivity increased in the form of exponential power, but the fitting degree of the curve was lower. Moreover, the electrical resistivity decreased in the form of negative exponential power with the increase in moisture content or linearly decreased with the increase in CaCO3 content. The empirical model was capable of predicting the relationship between porosity or UCS and electrical resistivity after considering the uniform distribution of CaCO3. The treatment effects (porosity and UCS) of biotreated soils can be evaluated via electrical resistivity, which provides guidance for the application of MICP in the geotechnical engineering and civil engineering fields.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (No. 51578147), the Fundamental Research Funds for the Central Universities (Grant No. 2242020R20025), and Ningxia Science and Technology Department (Grant No. 2020BFG02014). The authors thank the reviewers for valuable comments. Xiaohao SUN and Linchang MIAO conceived and designed research. Xiaohao SUN and Jinxin XIA built the model. Xiaohao SUN, and Hengxing WANG conducted experiments. Xiaohao SUN analyzed data and wrote the manuscript. All authors read and approved the manuscript.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 10October 2021

History

Received: Jun 14, 2020
Accepted: Feb 18, 2021
Published online: Jul 21, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 21, 2021

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Xiaohao Sun, Ph.D., S.M.ASCE [email protected]
Postdoctoral Research Associate, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China (corresponding author). Email: [email protected]
Linchang Miao, Ph.D. [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]
Jinxin Xia, Ph.D. [email protected]
Professor, Intelligent Transportation System Research Center, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]
Hengxing Wang [email protected]
Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China. Email: [email protected]

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Cited by

  • Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography, Journal of Geotechnical and Geoenvironmental Engineering, 10.1061/JGGEFK.GTENG-11782, 150, 1, (2024).
  • Fracture of Interparticle MICP Bonds under Compression, International Journal of Geomechanics, 10.1061/IJGNAI.GMENG-8282, 23, 3, (2023).
  • Induced CaCO3 mineral formation based on enzymatical calcification for bioremediation under different pressure conditions, Journal of Petroleum Science and Engineering, 10.1016/j.petrol.2022.110787, 216, (110787), (2022).
  • Field implementation of enzyme-induced carbonate precipitation technology for reinforcing a bedding layer beneath an underground cable duct, Journal of Rock Mechanics and Geotechnical Engineering, 10.1016/j.jrmge.2022.06.012, (2022).

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