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Record W4385979043 · doi:10.4203/ccc.3.9.2

Numerical Modelling of Flat Arch Masonry Retaining Walls

2023· article· en· W4385979043 on OpenAlexafffund
Hasini Rathnayake, Ali Ahmed, George Iskander, M.C. Kurukulasuriya, Nigel G. Shrive

Bibliographic record

VenueCivil-comp conferences · 2023
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsUniversity of Calgary
FundersNatural Sciences and Engineering Research Council of CanadaCompute CanadaUniversity of Calgary
KeywordsArchStructural engineeringStiffnessFinite element methodAbutmentGeotechnical engineeringMasonryLateral earth pressureDeflection (physics)EngineeringParametric statisticsGeologyMathematics

Abstract

fetched live from OpenAlex

A vast majority of arches can be found as bridges in railway and roadway systems, aqueducts, and roofs.However, employing arch action to resist lateral earth pressure has not been exploited broadly in the literature.A recent study has investigated the potential of utilizing flat arch unreinforced concrete block retaining wall to resist the lateral earth pressure and surcharge loading.The proposed retaining wall was constructed as a segmental circular flat arch.This novel concept was a success, with experimental stresses and deflections well below critical limits.Despite the success, the wall's deflection profile was unexpected, possibly due to loss of fixity at the abutments.Therefore, the authors were unable to numerically replicate their experimental measurements, preventing them from presenting a general response of this structural system.This paper investigates the possibility of explaining the experimental results as a result of abutment slippage.A 3-D finite element simplified micro model, verified using a thick-cylinder analysis, is used to numerically reproduce the experimental setup.The influence of grout stiffness and arch wall-abutment coefficient of friction on the loss of fixity is investigated.A detailed discussion on the influence of these factors and a renewed analysis of the experimental results is presented.The model confirmed the hypothesis of fixity loss as producing the experimental deflected shape.The development of this model makes possible a parametric analysis characterising the response of the structural system.

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 score0.008
Threshold uncertainty score0.016

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.001
Scholarly communication0.0010.000
Open science0.0010.001
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 head0.044
GPT teacher head0.235
Teacher spread0.191 · 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
Published2023
Admission routes2
Has abstractyes

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Same venueCivil-comp conferencesSame topicMasonry and Concrete Structural AnalysisFrench-language works237,207