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Multi-scale analysis of carbon mineralization in lime-treated soils considering soil mineralogy

Journal of Rock Mechanics and Geotechnical Engineering 2024年第6期16卷 2296-2309页

作者： Dhanalakshmi Padmaraj Chinchu Cherian dali naidu arnepalli Department of Civil Engineering Indian Institute of Technology MadrasChennai600036India University of Northern British Columbia Prince GeorgeBCV2N4Z9Canada

Mineral carbonation is emerging as a reliable CO_(2) capture technology that can mitigate climate *** lime-treated clayey soils,mineral carbonation occurs through the carbonation of free lime and cementitious products derived from pozzolanic *** kinetics of the reactions in lime-treated clayey soils are variable and depend primarily on soil *** present study demonstrates the role of soil mineralogy in CO_(2) capture and the subsequent changes caused by carbon mineralization in terms of the unconfined compressive strength(UCS)of lime-treated soils during their service *** clayey soils(kaolin,bentonite,and silty clay)with different mineralogical characteristics were treated with 4%lime content,and the samples were cured in a controlled environment for 7 d,90 d,180 d,and 365 *** the specified curing periods,the samples were exposed to CO_(2) in a carbonation cell for 7 *** non-carbonated samples purged with N2 gas were used as a benchmark to compare the mechanical,chemical-mineralogical,and microstructure changes caused by carbonation *** investigations indicated that exposure to CO_(2) resulted in an average increase of 10%in the UCS of limetreated bentonite,whereas the strength of lime-treated kaolin and silty clay was reduced by an average of 35%.The chemical and microstructural analyses revealed that the precipitated carbonates effectively filled the macropores of the treated bentonite,compared to the inadequate cementation caused by pozzolanic reactions,resulting in strength *** contrast,strength loss in lime-treated kaolin and silty clay was attributed to the carbonation of cementitious phases and partly to the tensile stress induced by carbonate *** terms of carbon mineralization prospects,lime-treated kaolin exhibited maximum carbonation due to the higher availability of unreacted *** results suggest that,in addition to the increase in compressive strength,adequate calcium-b

关键词： Clays Mineralogy Carbon capture Lime Strength Pore structure

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Coupled bio-chemo-hydro-mechanical modeling of microbially induced calcite precipitation process considering biomass encapsulation using a micro-scale relationship

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Journal of Rock Mechanics and Geotechnical Engineering 2024年第7期16卷 2775-2789页

作者： Pavan Kumar Bhukya Nandini Adla dali naidu arnepalli Department of Civil Engineering Indian Institute of Technology MadrasChennai600036Tamil NaduIndia

Geomaterials with inferior hydraulic and strength characteristics often need improvement to enhance their engineering *** ground improvement techniques require enormous mechanical effort or synthetic *** stabilization technique such as microbially induced calcite precipitation(MICP)utilizes bacterial metabolic processes to precipitate cementitious calcium *** reactive transport of biochemical species in the soil mass initiates the precipitation of biocement during the MICP *** precipitated biocement alters the hydro-mechanical performance of the soil ***,the flow,deformation,and transport phenomena regulate the biocementation technique via coupled bio-chemo-hydro-mechanical(BCHM)*** all,one crucial phenomenon controlling the precipitation mechanism is the encapsulation of biomass by calcium *** encapsulation can potentially reduce the biochemical reaction rate and decelerate *** examination of the encapsulation process demands a thorough analysis of associated coupled *** this,a numerical model can assist in capturing the coupled processes influencing encapsulation during the MICP ***,most numerical models did not consider biochemical reaction rate kinetics accounting for the influence of bacterial *** this,the current study developed a coupled BCHM model to evaluate the effect of encapsulation on the precipitated calcite content using a micro-scale semiempirical ***,the developed BCHM model was verified and validated using numerical and experimental observations of soil column ***,the encapsulation phenomenon was investigated in the soil columns of variable maximum calcite crystal *** results depict altered reaction rates due to the encapsulation phenomenon and an observable change in the precipitated calcite content for each maximum crystal ***,the permeability and defor

关键词： Biocementation process Bio-chemo-hydro-mechanical(BCHM) model Reactive transport Encapsulation Micro-scale

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Coupled multiphysical model for investigation of influence factors in the application of microbially induced calcite precipitation

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Journal of Rock Mechanics and Geotechnical Engineering 2024年第6期16卷 2232-2249页

作者： Xuerui Wang Pavan Kumar Bhukya dali naidu arnepalli Shuang Chen Gesellschaft für Anlagen-und Reaktorsicherheit(GRS)GGmbH Braunschweig38122Germany Department of Civil Engineering Indian Institute of Technology MadrasChennai600036India Federal Institute for Geosciences and Natural Resources(BGR) Hannover30655Germany

The study presents a comprehensive coupled thermo-bio-chemo-hydraulic(T-BCH)modeling framework for stabilizing soils using microbially induced calcite precipitation(MICP).The numerical model considers relevant multiphysics involved in MICP,such as bacterial ureolytic activities,biochemical reactions,multiphase and multicomponent transport,and alteration of the porosity and *** model incorporates multiphysical coupling effects through well-established constitutive relations that connect parameters and variables from different physical *** was implemented in the open-source finite element code OpenGeoSys(OGS),and a semi-staggered solution strategy was designed to solve the couplings,allowing for flexible model ***,the developed model can be easily adapted to simulate MICP applications in different *** numerical model was employed to analyze the effect of various factors,including temperature,injection strategies,and application ***,a TBCH modeling study was conducted on the laboratory-scale domain to analyze the effects of temperature on urease activity and precipitated calcium *** understand the scale dependency of MICP treatment,a large-scale heterogeneous domain was subjected to variable biochemical injection *** simulations conducted at the field-scale guided the selection of an injection strategy to achieve the desired type and amount of ***,the study emphasized the potential of numerical models as reliable tools for optimizing future developments in field-scale MICP *** present study demonstrates the potential of this numerical framework for designing and optimizing the MICP applications in laboratory-,prototype-,and field-scale scenarios.

关键词： Multiphysics Microbially induced calcite precipitation(MICP) Coupled thermo-bio-chemo-hydraulic(TBCH) model OpenGeoSys(OGS) Influence factors

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