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Record W4411791777 · doi:10.1139/cgj-2025-0049

A generalized iterative solution for seismic analysis of retaining wall subjected to coupled tensile shear failure

2025· article· en· W4411791777 on OpenAlexvenueno aff
D. H. Siddalingeshwara, Kaustav Chatterjee

Bibliographic record

VenueCanadian Geotechnical Journal · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsGeotechnical engineeringStructural engineeringUltimate tensile strengthShear (geology)GeologySeismic loadingRetaining wallMaterials scienceEngineeringComposite material

Abstract

fetched live from OpenAlex

A refined theoretical framework is presented to estimate seismic active thrust, developed following a limit equilibrium-based pseudo-static approach guided by a logarithmic spiral failure surface. A cohesive frictional soil with pre-existing vertical cracks subjected to external surcharge load is considered for analysis. An extended Rankine's equation is proposed to determine the tension crack depth, which incorporates all the affecting wall soil backfill parameters. Conventional earth pressure coefficients are formulated, leading to the innovation of earth pressure ratios that efficiently interpret the effect of distribution of backfill soil mass above and below the crack zone, post its occurrence. Influence of the tension crack on backfill soil weight, failure surface, and the resulting active earth thrust is assessed for wall stability under seismic loading. A unique parameter K is derived, which demonstrates the seismic interdependence of all ratios comprehensively. A generalized moment-based equation is adopted to determine the application point of the active thrust through iterative equations expressed in the normalised form. Effect of cohesion accompanied by tension crack, surcharge under seismic effect for different friction angles are assessed on results of magnitude and location of the application point. Observations include, in battered walls neglecting tension cracks might lead to incorrect estimation of application point, potentially compromising wall stability and economy. The results from proposed study are found to be in good agreement with the existing literature. Plots for the earth pressure ratios and normalised application point for a spectrum of backfill inclination and wall batter angles are presented.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.801
Threshold uncertainty score0.739

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 studies0.0000.000
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 head0.218
Teacher spread0.210 · 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 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

Citations1
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueCanadian Geotechnical JournalSame topicGeotechnical Engineering and Soil StabilizationFrench-language works237,207