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Record W1615717839 · doi:10.13140/rg.2.2.25934.38723

WEATHER-RELATED GEO-HAZARD ASSESSMENT MODEL FOR RAILWAY EMBANKMENT STABILITY

2005· article· en· W1615717839 on OpenAlexfundno aff
Gilson de Farias Neves Gitirana

Bibliographic record

VenueUniversity Library - University of Saskatchewan (University of Saskatchewan) · 2005
Typearticle
Languageen
FieldEnvironmental Science
TopicLandslides and related hazards
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of CanadaConselho Nacional de Desenvolvimento Científico e Tecnológico
KeywordsHazardLeveeEnvironmental scienceHazard analysisStability (learning theory)MeteorologyEngineeringComputer scienceGeotechnical engineeringGeographyReliability engineering

Abstract

fetched live from OpenAlex

The primary objective of this thesis is to develop a model for quantification of weather-related railway embankments hazards.The model for quantification of embankment hazards constitutes an essential component of a decision support system that is required for the management of railway embankment hazards.A model for the deterministic and probabilistic assessment of weather-related geo-hazards (W-GHA model) is proposed based on concepts of unsaturated soil mechanics and hydrology.The model combines a system of two-dimensional partial differential equations governing the thermo-hydro-mechanical behaviour of saturated/unsaturated soils and soil-atmosphere coupling equations.A Dynamic Programming algorithm for slope stability analysis (Safe-DP) was developed and incorporated into the W-GHA model.Finally, an efficient probabilistic and sensitivity analysis framework based on an alternative point estimate method was proposed.According to the W-GHA model framework, railway embankment hazards are assessed based on factors of safety and probabilities of failures computed using soil property variability and case scenarios.A comprehensive study of unsaturated property variability is presented.A methodology for the characterisation and assessment of unsaturated soil property variability is proposed.Appropriate fitting equations and parameter were selected.Probability density functions adequate for representing the unsaturated soil parameters studied were determined.Typical central tendency measures, variability measures, and correlation coefficients were established for the unsaturated soil parameters.The inherent variability of the unsaturated soil properties can be addressed using the probabilistic analysis framework proposed herein.A large number of hypothetical railway embankments were analysed using the proposed model.The embankment analyses were undertaken in order to demonstrate the application of the proposed model and in order to determine the sensitivity of the factor of safety to the uncertainty in several input variables.The conclusions drawn from the sensitivity analysis study resulted in important simplifications of the W-GHA model.It was shown how unsaturated soil mechanics can be applied for the assessment of near ground surface stability hazards.The approach proposed in this thesis forms a protocol for application of unsaturated soil mechanics into geotechnical engineering practice.This protocol is based on predicted unsaturated soil properties and based on the use of case scenarios for addressing soil property uncertainty.Other classes of unsaturated soil problems will benefit from the protocol presented in this thesis.

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), Insufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Qualitative · Consensus signal: Qualitative
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.103
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0000.001
Science and technology studies0.0010.001
Scholarly communication0.0000.002
Open science0.0020.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0090.000

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 head0.008
GPT teacher head0.175
Teacher spread0.168 · 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 designQualitative
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

Citations30
Published2005
Admission routes1
Has abstractyes

Explore more

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