Experimental study on rock joint permeability evolution during plugging process by microbially induced calcite precipitation

Authors

Wei-min XIAO, School of Civil Engineering, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China; Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, ChinaFollow
Xin LIN, School of Civil Engineering, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China; Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China
Jian-min ZHONG, Jiangxi Youse Construction (Group) Co., Ltd., Nanchang, Jiangxi 330038, China
Shuang LI, School of Civil Engineering, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China; Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China
Zhan-yuan ZHU, School of Civil Engineering, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China; Sichuan Higher Education Engineering Research Center for Disaster Prevention and Mitigation of Village Construction, Sichuan Agricultural University, Dujiangyan, Sichuan 611830, China; School of Civil and Hydraulic Engineering, Xichang University, Xichang, Sichuan 615000, China

Abstract

Microbially induced calcite precipitation (MICP) has been widely applied for soil reinforcement, but its applications in rock mass permeability reduction have been rarely reported. To explore the plugging mechanism of rock joints using MICP, artificial rock joint specimens made of transparent resin were prepared, and laboratory MICP plugging experiments under six various conditions considering MICP reaction influence factors were performed. Through the plugging experiments, evolution laws of rock joint transmissivity and hydraulic aperture, accompanied with corresponding CaCO3 distribution images, during plugging processes were obtained. The experimental results showed that the hydraulic aperture of rock joint approximately decreases linearly with grouting cycles during MICP plugging process, and the decreasing rate is closely related to the CaCO3 distribution that is significantly affected by grouting rate, injection time of fixation, bacterial, and reaction solutions, and standing time. Among the six experimental conditions, both the plugging efficiency and effect are optimal under the fourth experimental condition, where the grouting rate is high and the grouting and standing time is the longest. After only two grouting cycles under the fourth experimental condition, the rock joint transmissivity decreases from 40.51×10–6 m2/s to 0.52×10–6 m2 /s with a decrease rate of 98.72%, and the hydraulic aperture decreases from 0.367 mm to 0.086 mm with a decrease rate of 76.6%. Furthermore, the CaCO3 distribution on the upper and lower surfaces of rock joint specimens were observed, and CaCO3 in rock joints produced by MICP reaction was found to bring cementation strength in a short time, which helps improve mechanical properties of rock joints while reducing rock joint permeability.

Recommended Citation

XIAO, Wei-min; LIN, Xin; ZHONG, Jian-min; LI, Shuang; and ZHU, Zhan-yuan (2023) "Experimental study on rock joint permeability evolution during plugging process by microbially induced calcite precipitation," Rock and Soil Mechanics: Vol. 44: Iss. 10, Article 2.
DOI: 10.16285/j.rsm.2023.5228
Available at: https://rocksoilmech.researchcommons.org/journal/vol44/iss10/2