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Tuesday, October 20, 2026

Microbially Induced Calcite Precipitation (MICP): Soil Stabilization, Erosion Control, Heavy Metal Remediation, Liquefaction Mitigation, Self-Healing Concrete, and Wellbore Sealing


     This post is essentially a summary and review of a new paper published in Frontiers in Microbiology that reviews the process and applications of microbially induced calcite precipitation (MICP). The paper is an extensive review of MICP research. MICP offers an effective alternative to the use of Portland cement for soil stabilization. The process is also known as bio-cementing. The process is described below from the paper’s abstract:

‘The process utilizes the urease activity of ureolytic bacteria, most commonly Sporosarcina pasteurii to convert soluble urea and calcium to solid calcite in the pore space of granular media, providing cementation, impermeability reduction and contaminant sequestration without excavation or heat.”

     As the graphical abstract below shows, MICP has six distinct engineering applications: 1) soil stabilization, 2) self-healing concrete, 3) erosion control, 4) liquefaction mitigation, 5) wellbore sealing, and 6) heavy metal remediation. These are all very useful to societies. As the timeline in the graphic shows, commercial product development began in 2021.






     The Graphics below show the basic chemistry of MICP.






     Factors controlling MICP treatment efficiency include concentration of urea and calcium, temperature, soil pore structure, soil grain size, the number of cycles, and treatment time.

     The graphic below shows the maturity of each application, with soil stabilization being fully mature and CO2/wellbore sealing being the least mature application.





Soil Stabilization

     Early experiments in 2006 showed that MICP increased shear strength and stiffness in triaxial specimens of treated sand. Experiments in 2012 showed that:

“…multiple cycles of dilute treatment are more homogeneous in cementation than a single cycle of high concentration; this is relevant for the design of an injection strategy.”

     The table below shows the advantages in unconfined compressive strength (UCS) conferred by MICP.





Erosion Control and Dust Suppression

     MICP clearly aids erosion control by holding the soil substrate in place when exposed to water and wind. It also clearly aids dust suppression at construction sites, which can be problematic.

“…the low-viscosity treatment solutions percolate into sandy surfaces by gravity without equipment or excavation, while the resulting calcite crust is mechanically resistant, and hydrologically transparent (compared to a cement-based surface sealer).”

     MICP has been applied to coastal sandy slopes and employed along with vegetation. However, it was found that seeding must be delayed at least a few weeks after MICP is applied due to initially high ammonium levels, which inhibit germination. These dissipate after a few weeks.

 


Self-Healing Concrete

     MICP is an effective method of providing self-healing concrete. The activated bacterial spores can seal cracks in concrete. Hydrogel beads are utilized to keep the spores viable. The graphic below illustrates the process.






Heavy Metal Immobilization

     MICP deployed as bioremediation is proven to chemically immobilize heavy metal contaminants. One lab experiment showed:

“…98.3% lead and 85.4% cadmium removal within 48 h through MICP from contaminated soil matrices. The mixture exhibited synergistic benefits including enhanced urease activity, greater metal resistance, and increased calcite precipitation making it a more effective and sustainable bioremediation strategy for soils affected by mining and industrial activities.”

     The solidification of mine tailings is another application that immobilizes heavy metal transport.


 

Liquefaction Mitigation

     Soil liquefaction due to earthquakes has been an intense field of research for biocementation. Experiments in 2011 found that:

“…the liquefaction resistance of the indigenous ureolytic community could be stimulated in place to provide measurable increases in shear wave velocity.”

     However, they do note that denitrification has advantages over MICP in liquefaction mitigation, and that it is :

“…more practically viable at the target depths (usually 2–15 m) than ureolysis-based injection because it does not have the bacterial filtration limitation.”

 

Wellbore Sealing and CO2 Sequestration

     Carbonate mineralization has long been known as a carbon sequestration method. CO2 can be held in the cement as carbon in its chemical structure. Biocementation has emerged as a viable method of sealing abandoned wellbores, some of which are difficult to seal due to their aging and failing components. It can also be used in CO storage wells. For well sealing, biogenic calcite can plug microchannels of the previously cemented wellbores and annular voids that are leakage pathways.



Applications Summary

     The table below summarizes the applications of MICP.




 

Scale-Up Challenges and Recent Advances

     The main scale-up challenge in MICP is treatment uniformity.

“…preferential flow in a heterogeneous soil produces zones of over-treatment and untreated zones that are intrinsic to any of the injection-based techniques and more pronounced in the case of MICP as the biological reaction is spatially sensitive to the density of bacteria (Whiffin et al., 2007; Mujah et al., 2017; Fu et al., 2023).”

     The graphic below shows treatment uniformity and effective depths for different injection strategies.  




     Recent advances include novel microorganisms and alternative pathways, hybrid and composite MICP techniques, additive manufacturing and 3D bioprinting, and machine learning and data-driven optimization.

     They note that self-healing concrete is a more mature technology than the geotechnical applications of MICP. This is mainly because self-healing concrete can be manufactured in a controlled environment, while treating soil substrates involves dealing with the natural heterogeneity of soils. Relative technology readiness for applications of MICP is shown below.





References:

 

Microbially induced calcite precipitation (MICP): mechanisms, engineering applications, and pathway to field-scale deployment — a comprehensive review. Tao He, Jiaxing Chen, and Xiyan Lou. Shangqiu Normal University, Shangqiu, Henan, China. Frontiers in Microbiology. Microbiological Chemistry and Geomicrobiology. Volume 17 – August, 2026. Frontiers | Microbially induced calcite precipitation (MICP): mechanisms, engineering applications, and pathway to field-scale deployment — a comprehensive review

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       This post is essentially a summary and review of a new paper published in Frontiers in Microbiology that reviews the process and a...