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Effect of freeze-thaw cycles on engineering properties of nano-SiO2 enhanced microbially induced calcium carbonate precipitation in kaolinite clay

2025· article· en· W4407821337 on OpenAlexafffund
Sara Ghalandarzadeh, Benoît Courcelles, Richard Boudreault, Lukas U. Arenson, Pooneh Maghoul

Bibliographic record

VenueCold Regions Science and Technology · 2025
Typearticle
Languageen
FieldEnvironmental Science
TopicMicrobial Applications in Construction Materials
Canadian institutionsUnited Nations University Institute for Water, Environment, and HealthBGC Engineering (Canada)Polytechnique Montréal
FundersNatural Sciences and Engineering Research Council of CanadaBGC Engineering
KeywordsKaoliniteCalcium carbonatePrecipitationCarbonateNano-Chemical engineeringMaterials scienceCalciumGeologyMineralogyGeotechnical engineeringMetallurgyComposite materialEngineering

Abstract

fetched live from OpenAlex

Microbially Induced Calcium Carbonate Precipitation (MICP) is a nature-based soil stabilization technique, that has substantially lower environmental impacts compared to conventional chemical-based methods. However, its application in fine-grained soils, such as clay, remains challenging due to the soil's plasticity and saturation levels, which can hinder the effectiveness of MICP. Furthermore, the performance of MICP-treated soils under extreme environmental conditions, such as cyclic freeze-thaw (FT) processes common in cold regions, has not been fully explored. This study addresses these challenges by investigating the enhancement of MICP using nano- SiO 2 in kaolinite clay subjected to FT cycles, proposing a novel nano-bio soil stabilization method for cold regions. Samples treated with 30 % bacterial (e.g. Bacillus Pasteurii ) and cementation solutions, supplemented with 1.5 % nano- SiO 2 over four weeks of curing time, were subjected to cyclic FT and triaxial compression tests. Treated samples demonstrated significantly higher peak shear strengths compared to untreated samples under varying confining stress conditions. A reduction in strength was observed in the treated samples as the number of FT cycles increased. However, by the sixth FT cycle, the treated samples showed a significant improvement in strength compared to the untreated samples, with increases of 4.00, 4.96, and 3.49 times under confining pressures of 50, 100, and 150 kPa, respectively. These findings highlight the effectiveness of the stabilization method under cyclic FT conditions. Microstructural analyses revealed increased calcium carbonate content and altered soil texture in treated samples, which affirms the effectiveness of the nano-bio stabilization approach. • Kaolinite soil was treated with bacteria, nano-SiO₂, and cementation solutions. • Freeze-thaw cycles were applied under pressure inside a triaxial compression cell. • Treated soil had higher shear strength than untreated soil under different stress levels. • Strength and cohesion decreased with freeze-thaw cycles but stabilized after four cycles. • Microscopic and mineral analysis confirmed calcium carbonate improving soil strength.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.006
Threshold uncertainty score0.466

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.002
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.008
GPT teacher head0.239
Teacher spread0.231 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations9
Published2025
Admission routes2
Has abstractyes

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