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Elastic visco-plastic consolidation modelling of clay foundation at Berthierville test embankment

2014· other· en· W6921971130 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenuePolyU Institutional Research Archive (Hong Kong Polytechnic University) · 2014
Typeother
Languageen
Field
Topic
Canadian institutionsnot available
Fundersnot available
KeywordsConsolidation (business)LeveeCompressibilityParametric statisticsPore water pressureFinite element methodSoil waterBoundary value problemClay soilTest data

Abstract

fetched live from OpenAlex

This paper applies for the first time a highly non-linear One-Dimensional Elastic Visco-Plastic (1-D EVP) model to the consolidation analysis of the clay layer underneath Berthierville test embankment in Quebec, Canada. This paper firstly gives a brief description of the main equations of the Finite Element (FE) consolidation modelling incorporating the 1-D EVP model. Special issues encountered in the consolidation modelling of the field problem are addressed. Water head fluctuations at the upper and lower boundaries of the clay are considered by giving an appropriate definition of excess porewater pressure. An optimization procedure is suggested for the determination of the 1-D EVP model parameters. The determination of initial strains in the field is explained. The FE model can consider (a) multi-layered soil profile, (b) time-dependent loading and hydraulic boundary conditions and (c) different constitutive models for different soils (1-D EVP model for clay and Terzaghi's model for silty sand). A parametric FE modelling study is carried out to determine two uncertain parameters of the silty sand layer underlying the clay layer. It is found that the parameter m(v) affects the compressibility of the silty sand layer, but has no influence on the consolidation behaviour of the clay. However, the parameter k can affect the compression of the silty sand layer and the clay layer. FE consolidation modelling of the soils underneath Berthierville test embankment is carried out using the model parameters determined. It is found that the compression of the clay layer computed from the FE model is in good agreement with field measured values. Porewater pressures from the FE modelling are close to the measured values except for the values at the initial loading stage. This discrepancy at this initial stage is discussed in this paper.

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.

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)0.001
metaresearch head score (Gemma)0.002
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow), Science and technology studies, Insufficient payload (model declined to judge)
Consensus categoriesInsufficient payload (model declined to judge)
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: none
GenreCandidate signal: Other · Consensus signal: none
Teacher disagreement score0.702
Threshold uncertainty score0.999

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0100.003
Science and technology studies0.0010.004
Scholarly communication0.0000.000
Open science0.0010.001
Research integrity0.0010.002
Insufficient payload (model declined to judge)0.0020.005

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 head0.053
GPT teacher head0.285
Teacher spread0.232 · 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