Geoelectrical reconstruction of microbially induced calcium carbonate bridging in rock fractures for micromechanical assessment

Microbially induced calcium carbonate precipitation (MICP) has gained prominence as a nature-based approach for enhancing geological materials and healing rock fractures. However, the precipitation mode and spatiotemporal evolution of calcium carbonate within optically inaccessible fractures remain difficult to quantify. This study evaluates electrical resistivity tomography (ERT) as a non-invasive method for monitoring MICP precipitation and healing in rock fractures. Results from 24 calibration cells showed that heterogeneous precipitation within fractures precluded a robust correlation between electrical resistivity and the mass of precipitated calcium carbonate. By introducing bridging height as the key intermediate variable, a quantitative calibration with electrical resistivity was established, thereby enabling ERT monitoring of MICP processes in rock fractures and supporting its application in larger-scale models. Subsequently, ERT monitoring was conducted on two large-scale rock fracture models with different roughness to reconstruct the evolution of the resistivity field across successive injection cycles and infer the corresponding mineralization process. The quantitative calibration relationship between electrical resistivity and calcium carbonate bridging height remains valid in large-scale models, and the results indicate that calcium carbonate precipitation was predominantly concentrated at the fracture bottom under gravity-driven transport, whereas localized sidewall bridging developed primarily through adsorption-controlled processes, collectively contributing to the self-limitation phenomenon. The ERT-derived bridging height agreed well with the laser-scanned result, with an error of 6%. Furthermore, an empirical relationship between electrical resistivity and local elastic modulus was established using bridging height as an intermediate variable, providing a basis for calibrated assessment of local micromechanical heterogeneity in healed fractures.

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Publication Details

Journal
International Journal of Rock Mechanics and Mining Sciences
Published
2026-09-24
DOI
https://doi.org/10.1016/j.ijrmms.2026.106724
Primary Topic
Microbial Applications in Construction Materials
Type
article
Field-Weighted Citation Impact
0.00

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article

Geoelectrical reconstruction of microbially induced calcium carbonate bridging in rock fractures for micromechanical assessment

Qi-Chen Dai, Jun‐Zheng Zhang, Run-Yang Lan, Xiao-Hua Pan et al.
International Journal of Rock Mechanics and Mining Sciences
Microbial Applications in Construction Materials
article

Geoelectrical reconstruction of microbially induced calcium carbonate bridging in rock fractures for micromechanical assessment

Qi-Chen Dai, Jun‐Zheng Zhang, Run-Yang Lan, Xiao-Hua Pan, Chao-Sheng Tang, Zhi-Hao Dong
article en

Abstract

Microbially induced calcium carbonate precipitation (MICP) has gained prominence as a nature-based approach for enhancing geological materials and healing rock fractures. However, the precipitation mode and spatiotemporal evolution of calcium carbonate within optically inaccessible fractures remain difficult to quantify. This study evaluates electrical resistivity tomography (ERT) as a non-invasive method for monitoring MICP precipitation and healing in rock fractures. Results from 24 calibration cells showed that heterogeneous precipitation within fractures precluded a robust correlation between electrical resistivity and the mass of precipitated calcium carbonate. By introducing bridging height as the key intermediate variable, a quantitative calibration with electrical resistivity was established, thereby enabling ERT monitoring of MICP processes in rock fractures and supporting its application in larger-scale models. Subsequently, ERT monitoring was conducted on two large-scale rock fracture models with different roughness to reconstruct the evolution of the resistivity field across successive injection cycles and infer the corresponding mineralization process. The quantitative calibration relationship between electrical resistivity and calcium carbonate bridging height remains valid in large-scale models, and the results indicate that calcium carbonate precipitation was predominantly concentrated at the fracture bottom under gravity-driven transport, whereas localized sidewall bridging developed primarily through adsorption-controlled processes, collectively contributing to the self-limitation phenomenon. The ERT-derived bridging height agreed well with the laser-scanned result, with an error of 6%. Furthermore, an empirical relationship between electrical resistivity and local elastic modulus was established using bridging height as an intermediate variable, providing a basis for calibrated assessment of local micromechanical heterogeneity in healed fractures.

International Journal of Rock Mechanics and Mining SciencesVol. 208
Nanjing University (CN)
National Natural Science Foundation of China, China Postdoctoral Science Foundation, Intelligence Community Postdoctoral Research Fellowship Program, Shenzhen Institutes of Advanced Technology Innovation Program for Excellent Young Researchers
Openalex Percentile: Top 19%
Microbial Applications in Construction Materials
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