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Record W4402738361 · doi:10.1139/cgj-2023-0618

Effect of plastic fine particles on shear strength at the critical state of sand–clay mixture

2024· article· en· W4402738361 on OpenAlexvenueno aff
Yi Shan, Songming Tan, Jie Cui, Jie Yuan, Yadong Li, Zhentong Huang

Bibliographic record

VenueCanadian Geotechnical Journal · 2024
Typearticle
Languageen
FieldEngineering
TopicGeotechnical and Geomechanical Engineering
Canadian institutionsnot available
FundersNational Key Research and Development Program of ChinaNatural Science Foundation of Guangdong ProvinceNational Natural Science Foundation of China
KeywordsGeotechnical engineeringShear strength (soil)Shear (geology)GeologyClay mineralsCritical state soil mechanicsMaterials scienceComposite materialSoil waterMineralogyEngineeringConstitutive equationStructural engineering

Abstract

fetched live from OpenAlex

A large number of engineering cases have shown that there is significant presence of the sand–clay mixtures during the engineering geological accidents. Static liquefaction or loss of bearing capacity is frequently observed due to the rise in pore water pressure from large deformation in such engineering geology. This study investigates the static behavior of sand–clay mixtures with varying fines contents and various plasticity indices of fines by means of the monotonic drained consolidation triaxial shear tests in conjunction with the binary packing model. Factors influencing the active fines content ( b) of the sand–clay mixtures are examined based on the mixtures’ critical state. This study also discusses the reasons for variations in the critical friction angle ( M) of the sand–clay mixtures using environmental scanning electron microscope tests. Results indicated that the changes of fines content and the plastic index of fines have a certain effect on the static behavior, active fines content ( b), and the friction angle ( M) of the sand–clay mixture. This study presents an equation with reliable predictive results. These findings hold considerable importance for a deeper understanding of the mechanical properties of the sand–clay mixture with and the influencing mechanisms of different plasticity index of fines.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation 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 score0.002
Threshold uncertainty score0.004

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.004
GPT teacher head0.204
Teacher spread0.200 · 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 source (direct Gemma or distilled Codex), 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

Citations19
Published2024
Admission routes1
Has abstractyes

Explore more

Same venueCanadian Geotechnical JournalSame topicGeotechnical and Geomechanical EngineeringFrench-language works237,207