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Record W4413185829 · doi:10.1139/cgj-2025-0264

Analysis of the ultimate uplift resistance and progressive failure process of strip plate anchors in marine sensitive clays: a FE analysis based on micropolar continuum theory

2025· article· en· W4413185829 on OpenAlexvenueno aff
Wencheng Wei, Hongxiang Tang

Bibliographic record

VenueCanadian Geotechnical Journal · 2025
Typearticle
Languageen
FieldEngineering
TopicGrouting, Rheology, and Soil Mechanics
Canadian institutionsnot available
FundersNational Natural Science Foundation of China
KeywordsGeotechnical engineeringGeologyStructural engineeringMaterials scienceEngineering

Abstract

fetched live from OpenAlex

This study presents a Tresca-inscribed Mises micropolar continuum model for undrained marine sensitive clays, which simultaneously accounts for strength heterogeneity and nonlinear strain softening. The model incorporates the Tresca criterion to ensure an accurate representation of soil strength while leveraging the numerical convergence of the Von Mises model. Implemented within finite element analysis, the model demonstrates superior computational performance, effectively addressing severe mesh dependency issues in strain-softening soils. Validated against existing literature data, the model accurately predicts the ultimate pullout resistance of plate anchors, accounting for both strength heterogeneity and strain-softening behaviors. Parametric analyses reveal that strain-softening parameters have a significant impact on the uplift resistance factor Nc, with reductions in the strain-softening coefficient ω and increases in the shape factor η leading to a decrease in Nc. In contrast, strength heterogeneity, characterized by the gradient k, shows only a slight effect on Nc. The paper also provides a table of Nc for plate anchors in heterogeneous strain-softening soil at different depths, based on extensive calculations. This table covers common engineering scenarios and can help engineers to determine Nc. Additionally, the study elucidates the progressive failure mechanism of soils during anchor uplift, revealing the evolution of equivalent plastic strain and undrained shear 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 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)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.007
Threshold uncertainty score0.013

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
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 integrity0.0010.000
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 head0.003
GPT teacher head0.207
Teacher spread0.204 · 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 designSimulation or modeling
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

Citations2
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueCanadian Geotechnical JournalSame topicGrouting, Rheology, and Soil MechanicsFrench-language works237,207