MétaCan
Menu
← Back to cohort
Record W4416328764 · doi:10.1139/cgj-2025-0326

Large-strain finite element analyses of a retrogressive landslide triggered by pile driving in sensitive clays: the case of the 1978 Rigaud landslide in Québec

2025· article· en· W4416328764 on OpenAlexafffundvenueabout
Ripon Karmaker, Bipul Hawlader, Didier Perret

Bibliographic record

VenueCanadian Geotechnical Journal · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsGeological Survey of CanadaStantec (Canada)Memorial University of Newfoundland
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsLandslidePileFinite element methodShear (geology)Displacement (psychology)Failure mechanismShear strength (soil)Shear band

Abstract

fetched live from OpenAlex

A retrogressive landslide triggered by pile driving in sensitive clays in Rigaud, Quebec, is analyzed. The article presents the landslide characteristics, post-failure assessments, and potential failure mechanisms. To gain deeper insights into the triggering and propagation of failure, large-strain finite element (FE) modelling was conducted using a Eulerian-based FE approach. The FE simulations reveal that pile installation can induce localized shear band formation, ultimately leading to a large-scale landslide without the need for additional external loading. Key factors influencing the failure pattern include soil stratification, sensitivity, and the rate of post-peak shear strength degradation. The numerical modelling effectively replicates the observed field behaviour of the landslide, capturing crucial aspects such as retrogression distance, failure pattern, and the downslope displacement of failed soil masses. Although the landslide involved complex three-dimensional effects and triggering conditions, the current two-dimensional large-strain FE simulations under plane strain conditions provide valuable insights into the underlying progressive failure mechanisms—insights that cannot be obtained using traditional limit equilibrium and conventional FE analyses. These findings underscore the significant role of pile driving in initiating landslides in sensitive clays and highlight the necessity of advanced numerical approaches to accurately predict and mitigate such failures.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.387
Threshold uncertainty score0.779

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0010.001
Scholarly communication0.0010.000
Open science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.236
Teacher spread0.227 · 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

Citations0
Published2025
Admission routes4
Has abstractyes

Explore more

Same venueCanadian Geotechnical Journal→Same topicGeotechnical Engineering and Soil Mechanics→French-language works237,207→