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Record W4225133308 · doi:10.11159/icgre22.231

Differential Settlement and Dynamic Load Effects across Lime Treated Rail Transition Zones

2022· article· en· W4225133308 on OpenAlexvenueno aff
Jake Davies, Paul Beetham, Koohyar Faizi

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2022
Typearticle
Languageen
FieldEngineering
TopicRailway Engineering and Dynamics
Canadian institutionsnot available
Fundersnot available
KeywordsSettlement (finance)Differential (mechanical device)Transition (genetics)LimeComputer scienceMaterials scienceEngineeringChemistryMetallurgyAerospace engineeringWorld Wide Web

Abstract

fetched live from OpenAlex

Railway transitions from cut to fill are locations across which significant differential settlements may develop. Compounded by similar abrupt changes to subgrade stiffness, accelerated track movement during high speed (HS) train passage may cause tracksubstructure deterioration and instability. This paper considers a foreseeable scenario in UK rail engineering with transition from unweathered Mercia Mudstone (MMG) to MMG cohesive fill. Separate analysis of (1) differential settlement using one-dimensional oedometer consolidation methods and (2) track bed movements using a three-dimensional Finite Element Analysis (FEA) with moving load were undertaken. This included comparison of untreated and lime treated embankment fill material with parameters for each taken from laboratory and field test data. Results showed a difference in settlement of 26.6mm across the modelled cut to 8metre fill transition giving differential settlement for untreated fill that was too high to meet literature criteria of <20mm over 20m. However, 1.5% lime treatment of the fill causes significant reduction to both consolidation settlement and track movement under dynamic loading to meet the serviceability criteria. Consideration of the full settlement profile across the transition has identified that the Rate of Change (ROC) of settlement is maximum at the start of the fill zone and the ROC in settlement could be a more relevant measure of what a moving train would experience with a sudden unloading/loading action. It is concluded that future work including a coupled FEA analysis, including consolidation and then subsequent stages modelling the resulting amplification of moving loads across the settled profile would give stronger understanding of how differential settlement causes rail level movement from HS traffic. This would help confirm how best to apply differential settlement criteria in geotechnical design of transitions and whether ROC in settlement (e.g. 1mm per 1m) is more informative than a settlement range across a longer fixed distance.

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 score0.304
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 head0.002
GPT teacher head0.168
Teacher spread0.166 · 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

Citations0
Published2022
Admission routes1
Has abstractyes

Explore more

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