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Record W4414904837 · doi:10.1016/j.soildyn.2025.109852

Seismic response and soil-structure interaction of reinforced concrete large span three-sided culverts

2025· article· en· W4414904837 on OpenAlexafffundabout
Ahmad Abdelhalim, A. Fouad Hussein, M. Hesham El Naggar

Bibliographic record

VenueSoil Dynamics and Earthquake Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsWestern University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsCulvertLateral earth pressureOverburdenBending momentSpan (engineering)Finite element methodSeismic analysisSlab

Abstract

fetched live from OpenAlex

This study investigates the seismic response and soil-structure interaction of reinforced concrete large span three-sided culverts (RC TSCs) subjected to combined horizontal and vertical earthquake excitations. Three distinct TSC configurations are analyzed using validated finite element models, considering various seismic inputs, soil conditions, and overburden depths. The culverts are evaluated under shallow and deep burial scenarios, with typical backfill soils, outlined in the Canadian Highway Bridge Design Code (CHBDC), compacted to 80 % and 90 % of standard Proctor density (SP80 and SP90). The seismic performance is assessed in terms of vertical and horizontal arching factors (VAF and HAF), earth pressure distributions, bending moments, footing stress ratios, and sliding and rotational behavior. The results indicate that seismic arching factors significantly exceed static design limits, with short-span culverts exhibiting the highest VAFs and tall-pedestal culverts showing elevated HAFs. Lateral seismic pressures become highly nonlinear and asymmetric under dynamic loading, amplified further by denser backfill and deeper burial. Vertical seismic pressures peak at the slab edges in short-span culverts due to their rigidity, deviating from CHBDC's uniform pressure assumption. Additionally, deeper burial and denser soils generally increase bending moments and footing stresses, while high-energy input motions induce the largest sliding and rotational displacements. These findings highlight the complex interaction among structural geometry, soil conditions, and dynamic loading in governing the seismic behavior of buried RC TSCs, providing valuable insights for improved seismic design and assessment methodologies.

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 categoriesMeta-epidemiology (narrow)
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 score0.107
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.003
GPT teacher head0.184
Teacher spread0.182 · 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.

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 routes3
Has abstractyes

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