Stress sensitivity of permeability in high-permeability sandstone sealed with microbially-induced calcium carbonate precipitation

Abstract

Microbially induced carbonate precipitation (MICP) catalyzed by S. pasteurii has attracted considerable attention as a bio-cement that can both strengthen and seal geomaterials. We investigate the stress sensitivity of permeability reduction for the initially high-permeability Berea sandstone (initial permeability ∼110 mD) under various durations of MICP-grouting treatment. The results indicate that after 2, 4, 6, 8 and 10 cycles of MICP-grouting, the permeabilities decrease incrementally by 87.9%, 60.9%, 38.8%, 17.3%, and then 5.4% compared to the pre-grouting condition. With increasing the duration of MICP-grouting, the sensitivity of permeability to changes in stress gradually decreases and becomes less hysteretic. This stress sensitivity of permeability is well represented by a power-law relationship with the coefficients representing three contrasting phases: an initial slow reduction, followed by a rapid drop, culminating in an asymptotic response. This variation behavior is closely related to the movement and dislocation of the quartz framework, which is controlled by the intergranular bio-cementation strength. Imaging by scanning electron microscopy (SEM) reveals the evolution of the stress sensitivity to permeability associated with the evolving microstructures after MICP-grouting. The initial precipitates of CaCO₃ are dispersed on the surfaces of the quartz framework and occupy the pore space, which is initially limited in controlling and reducing the displacement between particles. As the precipitates continuously accumulate, the intergranular slot-shaped pore spaces are initially bonded by bio-CaCO₃, with the bonding strength progressively enhanced with the expanding volume of bio-cementation. At this stage, the intergranular movement and dislocation caused by compaction are reduced, and the stress sensitivity of the permeability is significantly reduced. As these slot-shaped pore spaces are progressively filled by the bio-cement, the movement and dislocation caused by compaction become negligible and thus the stress sensitivity of permeability is minimized.

Keywords

Microbially-induced calcium carbonate precipitation (MICP) / High-permeability sandstone / Permeability / Confining pressure / Stress sensitivity of permeability

CRediT authorship contribution statement

Chenpeng Song: Conceptualization, Data curation, Formal analysis, Funding acquisition, Investigation, Visualization, Writing - original draft, Writing - review & editing. Derek Elsworth: Conceptualization, Formal analysis, Supervision, Visualization, Writing - review & editing.

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgments

This work was funded by the National Natural Science Foundation of China (Grant No. 51604051) and the Natural Science Foundation of Chongqing (Grant No. CSTB2022NSCQ-MSX0372). DE acknowledges support from the G. Albert Shoemaker endowment. The authors are grateful for this support.

References

[1] Burbank, M., Kavazanjian, E., Weaver, T., Montoya, B. M., Hamdan, N., Bang, S. S., Esnault-Filet, A., Tsesarsky, M., Aydilek, A., Ciurli, S., Tanyu, B., Manning D. a, C., Larrahondo, J., Soga, K., Chu, J., Dejong, J. T., Cheng, X., Kuo, M., Al Qabany, A., Seagren, E. A., Van Paassen, L. A., Renforth, P., Laloui, L., Nelson, D. C., Hata, T., Burns, S., Chen, C. Y., Caslake, L. F., Fauriel, S., Jefferis, S., Santamarina, J. C., Inagaki, Y., Martinez, B., & Palomino, A. (2013). Biogeochemical processes and geotechnical applications: progress, opportunities and challenges. Géotechnique, 63, 287-301. https://doi.org/10.1680/geot.SIP13.P.017

[2] Cunningham, A. B., Gerlach, R., Spangler, L., & Mitchell, A. C. (2009). Microbially enhanced geologic containment of sequestered supercritical CO2. Energy Procedia, 1(1), 3245-3252. https://doi.org/10.1016/j.egypro.2009.02.109

[3] Daily, R. L. (2019). A study of bio-mineralization for the application of reducing leakage potential of geologically stored CO2 (Doctoral dissertation. Montana State University- Bozeman, College of Engineering). https://doi.org/10.1017/CBO9781107415324.004

[4] David, C., Wong, T. F., Zhu, W., & Zhang, J. (1994). Laboratory measurement of compaction-induced permeability change in porous rocks: Implications for the generation and maintenance of pore pressure excess in the crust. Pure and Applied Geophysics, 143, 425-456. https://doi.org/10.1007/BF00874337

[5] Dong, J. J., Hsu, J. Y., Wu, W. J., Shimamoto, T., Hung, J. H., Yeh, E. C., Wu, Y. H., & Sone, H. (2010). Stress-dependence of the permeability and porosity of sandstone and shale from TCDP Hole-A. International Journal of Rock Mechanics and Mining Sciences, 47, 1141-1157. https://doi.org/10.1016/j.ijrmms.2010.06.019

[6] He, J., Liu, Y., Liu, L., Yan, B., Li, L., Meng, H., Hang, L., Qi, Y., Wu, M., & Gao, Y. (2023). Recent development on optimization of bio-cementation for soil stabilization and wind erosion control. Biogeotechnics, 1(3), Article 100022. https://doi.org/10.1016/J.BGTECH.2023.100022

[7] Khalili, N., & Loret, B. (2001). An elasto-plastic model for non-isothermal analysis of flow and deformation in unsaturated porous media: formulation. International Journal of Solids and Structures, 38, 8305-8330. https://doi.org/10.1016/S0020-7683(01)00081-6

[8] Li, Y., Li, Y., Guo, Z., & Xu, Q. (2023). Durability of MICP-reinforced calcareous sand in marine environments: Laboratory and field experimental study. Biogeotechnics, 1(2), Article 100018. https://doi.org/10.1016/J.BGTECH.2023.100018

[9] Liu, B., Xie, Y. H., Tang, C. S., Pan, X. H., Jiang, N. J., Singh, D. N., Cheng, Y. J., & Shi, B. (2021). Bio-mediated method for improving surface erosion resistance of clayey soils. Engineering Geology, 293, Article 106295. https://doi.org/10.1016/j.enggeo.2021.106295

[10] Loret, B., Hueckel, T., & Gajo, A. (2002). Chemo-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays. International Journal of Solids and Structures, 39(10), 2773-2806. https://doi.org/10.1016/S0020-7683(02)00151-8

[11] Lu, N., & Khorshidi, M. (2015). Mechanisms for soil-water retention and hysteresis at high suction range. Journal of Geotechnical and Geoenvironmental Engineering, 141(8), Article 04015032. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001325

[12] Matsubara, H. (2021). Stabilisation of weathered limestone surfaces using microbially enhanced calcium carbonate deposition. Engineering Geology, 284, Article 106044. https://doi.org/10.1016/j.enggeo.2021.106044

[13] Minto, J. M., MacLachlan, E., El Mountassir, G., & Lunn, R. J. (2016). Rock fracture grouting with microbially induced carbonate precipitation. Water Resources Research, 52(11), 8827-8844. https://doi.org/10.1002/2016WR018884

[14] Morrow, C. A., Shi, L. Q., & Byerlee, J. D. (1984). Permeability of fault gouge under confining pressure and shear stress. Journal of Geophysical Research: Solid Earth, 89(B5), 3193-3200. https://doi.org/10.1029/JB089iB05p03193

[15] Mountassir, G. E., Lunn, R. J., Moir, H., & MacLachlan, E. (2014). Hydrodynamic coupling in microbially mediated fracture mineralization: Formation of self‐organized groundwater flow channels. Water Resources Research, 50(1), 1-16. https://doi.org/10.1002/2013WR013578

[16] Neto, L. B., Kotousov, A., & Bedrikovetsky, P. (2011). Elastic properties of porous media in the vicinity of the percolation limit. Journal of Petroleum Science and Engineering, 78(2), 328-333. https://doi.org/10.1016/j.petrol.2011.06.026

[17] Salifu, E., MacLachlan, E., Iyer, K. R., Knapp, C. W., & Tarantino, A. (2016). Application of microbially induced calcite precipitation in erosion mitigation and stabilisation of sandy soil foreshore slopes: A preliminary investigation. Engineering Geology, 201, 96-105. https://doi.org/10.1016/j.enggeo.2015.12.027

[18] Shi, Y., & Wang, C. Y. (1986). Pore pressure generation in sedimentary basins: overloading versus aquathermal. Journal of Geophysical Research: Solid Earth, 91(B2), 2153-2162. https://doi.org/10.1029/JB091iB02p02153

[19] Smart, B. G. D., Somerville, J. M., Edlman, K., & Jones, C. (2001). Stress sensitivity of fractured reservoirs. Journal of petroleum science and engineering, 29(1), 29-37. https://doi.org/10.1016/S0920-4105(00)00088-7

[20] Song, C., & Elsworth, D. (2020). Microbially induced calcium carbonate plugging for enhanced oil recovery. Geofluids, 2020, 1-10. https://doi.org/10.1155/2020/5921789

[21] Song, C., Elsworth, D., Jia, Y., & Lin, J. (2022). Permeable rock matrix sealed with microbially-induced calcium carbonate precipitation: Evolutions of mechanical behaviors and associated microstructure. Engineering Geology, 304, Article 106697. https://doi.org/10.1016/J.ENGGEO.2022.106697

[22] Song, C., Elsworth, D., Zhi, S., & Wang, C. (2021). The influence of particle morphology on microbially induced CaCO3 clogging in granular media. Marine Georesources & Geotechnology, 39(1), 74-81. https://doi.org/10.1080/1064119X.2019.1677828

[23] Song, C., Chen, Y., & Wang, J. (2020). Plugging high-permeability zones of oil reservoirs by microbially mediated calcium carbonate Precipitation. ACS omega, 5(24), 14376-14383. https://doi.org/10.1021/acsomega.0c00902

[24] Song, C., Wang, C., Elsworth, D., & Zhi, S. (2022). Compressive strength of MICP-treated silica sand with different particle morphologies and gradings. Geomicrobiology Journal, 39(2), 148-154. https://doi.org/10.1080/01490451.2021.2020936

[25] Tan, X. H., Li, X. P., Liu, J. Y., Zhang, L. H., & Fan, Z. (2015). Study of the effects of stress sensitivity on the permeability and porosity of fractal porous media. Physics Letters A, 379(39), 2458-2465. https://doi.org/10.1016/j.physleta.2015.06.025

[26] Tobler, D. J., Minto, J. M., El Mountassir, G., Lunn, R. J., & Phoenix, V. R. (2018). Microscale analysis of fractured rock sealed with microbially induced CaCO3 precipitation: influence on hydraulic and mechanical performance. Water Resources Research, 54(10), 8295-8308. https://doi.org/10.1029/2018WR023032

[27] Wang, K., Wu, S., & Chu, J. (2023). Mitigation of soil liquefaction using microbial technology: an overview. BiogeotechnicsArticle 100005. https://doi.org/10.1016/j.bgtech.2023.100005

[28] Wang, Y., Konstantinou, C., Tang, S., & Chen, H. (2023). Applications of microbial-induced carbonate precipitation: A state-of-the-art review. BiogeotechnicsArticle 100008. https://doi.org/10.1016/J.BGTECH.2023.100008

[29] Wu, C., Chu, J., Wu, S., & Hong, Y. (2019). 3D characterization of microbially induced carbonate precipitation in rock fracture and the resulted permeability reduction. Engineering Geology, 249, 23-30. https://doi.org/10.1016/j.enggeo.2018.12.017

[30] Zhang, Y., Hu, X., Wang, Y., & Jiang, N. (2023). A critical review of biomineralization in environmental geotechnics: Applications, trends, and perspectives. BiogeotechnicsArticle 100003. https://doi.org/10.1016/j.bgtech.2023.100003