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Record W7117104398 · doi:10.1002/nag.70217

Experimental and Numerical Investigation of the Effect of Rock Mass Behavior and Stratum Orientations on Horseshoe‐Shaped Tunnel Stability

2025· article· en· W7117104398 on OpenAlexaff
Ayoub Aqazddammou, Tikou Belem, Safa Chlahbi, Ahmed Camile, Abdessamad KHALIL

Bibliographic record

VenueInternational Journal for Numerical and Analytical Methods in Geomechanics · 2025
Typearticle
Languageen
FieldEngineering
TopicRock Mechanics and Modeling
Canadian institutionsUniversité du Québec en Abitibi-Témiscamingue
Fundersnot available
KeywordsRock mass classificationStratumBeddingGeological Strength IndexBedMagnetic dipExcavationJoint (building)Wedge (geometry)Finite element method

Abstract

fetched live from OpenAlex

ABSTRACT This study investigates tunnel stability within sedimentary rock masses characterized by multiple joint sets and challenging geological conditions. The behavior of stratified rock masses around an excavation depends on both the intact rock and the combination of dominant and bedding joints. The main objective of this study is to highlight the convergence and deformation in rock masses around horseshoe‐shaped tunnels using an integrated methodology that combines field investigations, finite element modeling, and pull‐out test results. Statistical analysis confirmed the robustness of the 3D modeling approach for reproducing in situ behavior and creating realistic models of heterogeneous, anisotropic rock masses. The numerical results indicate that the highest displacement ratio is concentrated at the intersection of the bedding and dominant joints with dip angles ranging from 0° to 45°, which should be considered as critical dip angles for mining progress. Indeed, wedge and sliding failure zones developed on the roofs and left rib, respectively. Increasing depth reduced the influence of rock mass quality, particularly for GSI chart values ranging between 35 and 40, resulting in significant convergence around the excavation. The support system emphasizes the effectiveness of systematic bolting in competent rock masses. Moreover, the pull‐out tests revealed that the load‐bearing capacity of the split‐set bolts increased substantially when the bedding approached vertical orientations θ = 90°, and the compressive strength exceeded 39.6 MPa, conditions that promote safer tunneling through vertical stratum orientations. These findings enhance the understanding of tunneling stability mechanisms in stratified rock masses with multiple joint sets under various geological conditions.

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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.002
Threshold uncertainty score0.006

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 studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
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 head0.027
GPT teacher head0.362
Teacher spread0.335 · 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".

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Citations0
Published2025
Admission routes1
Has abstractyes

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