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Record W4407837694 · doi:10.1016/j.jcsr.2025.109436

Effect of the employed soil constitutive model on the response of large-span soil steel bridges to soil and truck loading

2025· article· en· W4407837694 on OpenAlexafffund
Ahmed Elsawwaf, Hany El Naggar, John Newhook

Bibliographic record

VenueJournal of Constructional Steel Research · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsDalhousie University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsTruckSpan (engineering)Structural engineeringConstitutive equationGeotechnical engineeringEngineeringEnvironmental scienceFinite element methodAutomotive engineering

Abstract

fetched live from OpenAlex

Current design codes and standards recommend refined analysis methods to accurately predict the behaviour of large-span soil-metal bridges. Consequently, the FE modelling of these structures must employ an appropriate constitutive model for the soil capable of mimicking its performance under various loading conditions. This study investigates the influence of different soil constitutive models on the performance of soil-steel arch bridges with spans up to 32.4 m. A comprehensive analysis was performed using a validated 3D finite element model to evaluate the suitability of three widely adopted soil models: the Mohr-Coulomb (MC) model, the Hardening Soil (HS) model, and the Hardening Soil model with small-strain stiffness (HSs). The results indicate that the choice of soil model significantly affects the predicted structural response. The MC model consistently overestimates the settlement and lateral displacement of the foundations, particularly for larger spans, while underestimating upward deformations of the culvert crown during backfilling. Under traffic loading, the MC model underestimated the outward bending moment at the culvert crown by up to 83 % for smaller spans but showed a reduced discrepancy for larger spans. Overall, the HS and HSs models provided more accurate predictions of the vertical and lateral displacements, bending moments, and thrust forces. The findings underscore the importance of selecting an appropriate soil model in finite element analyses to ensure reliable design and safe performance of soil-steel composite structures. • Soil-structure interaction of large-span soil steel bridges. • The choice of soil model significantly affects the predicted structural response • The MC model consistently overestimates the settlement and lateral displacement of the foundations. • Overall, the HS and HSs models provided more accurate predictions of the displacements, bending moments, and thrust forces.

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)0.003
metaresearch head score (Gemma)0.002
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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.614
Threshold uncertainty score0.430

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0030.002
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.001
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 head0.017
GPT teacher head0.302
Teacher spread0.285 · 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

Citations6
Published2025
Admission routes2
Has abstractyes

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