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Record W4409799995 · doi:10.11159/icsect25.145

Understanding Material Characteristics and Cover Depth Impact on Urban Metro Tunnels under Seismic Vulnerability: A Numerical Study

2025· article· en· W4409799995 on OpenAlexvenueno aff
Pranav Mahajan, B. N. Rao

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsnot available
Fundersnot available
KeywordsVulnerability (computing)Cover (algebra)Vulnerability assessmentComputer scienceGeologyNumerical modelsCivil engineeringEnvironmental scienceGeotechnical engineeringEngineeringComputer simulationComputer securitySimulationMechanical engineering

Abstract

fetched live from OpenAlex

The behavior of underground tunnels in urban regions requires careful consideration of the complex underground conditions and involves designing the underground tunnel system in vulnerable seismic conditions.Studies have indicated consequences in underground tunnels during and after ground excitation, which needs engineering assessment to ensure structural safety.In the current study, the impact of seismic vulnerability is analysed for site condition variability and overburden depth under different ground motion impacts in x and y directions to understand the tunnel stability and improve seismic resistance.Analysis of seismic vulnerabilities is carried out using three analytical frameworks, which includes linear static, eigenvalue, and nonlinear time history analysis.Simulation of the tunnel behavior under such conditions is carried out using finite element software, MIDAS GTS NX for determining the structural sensitivity to material characteristics variation and overburden pressure for different earthquakes.Acceleration time history analysis of Tokachi and Tohoku Coast earthquakes is used to determine the behavior.The behavior suggested that the maximum settlement, axial force, and bending moment have a significant influence on material characteristics compared to the seismic impact.Increase in tunnel overburden depth also leads to higher axial force and bending moment, which is also influenced by the seismic ground motion observed.These outputs provide comprehension of the tunnel behavior under different materials and overburden depth subjected to different ground motion, which can be utilized for designing the seismic isolators provided between tunnel lining and surrounding soil.

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 score0.009
Threshold uncertainty score0.018

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0010.001
Open science0.0000.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0010.000

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 head0.010
GPT teacher head0.212
Teacher spread0.202 · 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 routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicGeotechnical Engineering and Underground StructuresFrench-language works237,207