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Record W7010706214

Investigation of the delayed slope instabilities in earth fill dams due to creep through the application of the time-dependent model for structured soils (TMS)

2024· dissertation· en· W7010706214 on OpenAlexaboutno aff

Bibliographic record

VenueMspace (University of Manitoba) · 2024
Typedissertation
Languageen
FieldEngineering
TopicDam Engineering and Safety
Canadian institutionsnot available
Fundersnot available
KeywordsCreepSlip (aerodynamics)Soil waterViscoelasticitySofteningInstabilityShear (geology)Core (optical fiber)
DOInot available

Abstract

fetched live from OpenAlex

One of the earth fill dams in Canada, which was performing satisfactorily for over 50 years, exhibited significant deformation in the upstream side. Investigation revealed that the loss of soil shear strength was brought by creep movement occurring over the service life of the dam. However, analysis from an earlier study was unable to simulate the strain softening of the soil coupled with time-dependent creep movement. To address this, the Time-dependent Model for Structured soils (TMS) was proposed to be used. Necessary laboratory works and calibrations were done to determine all the parameters required in TMS. Full-scale models of earth fill dams CBBD2 and CBBD4 were calibrated based on the observed deformations at the site using TMS to simulate the soil behavior. The results of the calibration illustrated the strain softening of the clay material, as well as the accumulation of significant strains which defined the slip surfaces. Two slip surfaces were observed to form, both on the upstream and downstream side of the clay core at the interface with the rockfill. Results of a separate earlier study generally agree with the existence of the shallow upstream slip surface in the structure. The development of the secondary slip surface at the downstream side of the clay core provides new knowledge on the creeping behavior of the material. Assessment of CBBD4 indicated that there is potentially significant presence of shear strains at the clay core at the present time which could lead to instability of the structure. Field measurements are needed to be conducted to validate the findings, and if needed, mitigating measures must be done to prevent excessive movement of the dam. The results of the analyses demonstrated that TMS is capable of simulating the creep behavior over long periods of time. However, the post-failure deformations were not reproduced well in the model which indicates the limitations of the constitutive model. Even so, the results were able to shed light on the clay material behavior, in terms of strain accumulation, leading up to slope instability.

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 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 score0.152
Threshold uncertainty score0.862

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 science0.0010.000
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 head0.010
GPT teacher head0.189
Teacher spread0.179 · 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.

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
Published2024
Admission routes1
Has abstractyes

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