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Record W7065663562

The effects of construction-induced vibrations on the stability of natural clayey riverbanks

2023· dissertation· en· W7065663562 on OpenAlexaboutno aff

Bibliographic record

VenueMspace (University of Manitoba) · 2023
Typedissertation
Languageen
FieldPhysics and Astronomy
TopicMagnetic confinement fusion research
Canadian institutionsnot available
Fundersnot available
KeywordsVibrating wireVibrationCompactionInstabilityPileGround vibrationsInstallationShear (geology)
DOInot available

Abstract

fetched live from OpenAlex

The stability of river banks has always been a concern for land-use planners, stakeholders as well as the City of Winnipeg. Construction activities can generate different types of stress waves and ground vibrations. Operations such as blasting, pile driving, dynamic compaction for ground improvement purposes, and in-situ geotechnical investigation testing such as the Standard Penetration Test are the primary sources of construction-induced ground vibrations. To address slope instability, several techniques have been employed. Enhancing the slope stability can be done by building toe berms, armouring the slope along the waterline, constructing granular shear keys, and soil nailing. Constructing retaining walls with anchoring is another expensive but effective measure. One of the strategies adopted by the City of Winnipeg to mitigate the instability of the riverbank is to install rockfill columns. However, the installation of rockfill columns using vibro-impact sources, on the contrary, can generate ground vibrations leading to instability of the slopes due to compromising the ground conditions and altering the pore water pressure. This research aims to study the instability of river banks subjected to construction-induced vibrations. The soil deformations, variations of pore water pressure, and the level of vibrations of the Seine riverbank in the City of Winnipeg were monitored prior to, during the stabilization, and after installing a set of rockfill columns using sensing instruments including inclinometers, vibrating wire piezometers, accelerometers and geophones. The Finite Difference Method is used to simulate the impacts of vibrations numerically and the results compared to the field monitoring data. Also, the effects of construction-induced vibrations on global and local instability due to the shear failure in the soil layers are outlined. The numerical analysis demonstrated that despite the construction-induced vibrations remaining below the prescribed vibration thresholds set by the United States Bureau of Mines (1980), Office of Surface Mining and Reclamation Enforcement (1983), and the City of Toronto (2008), the occurrence of tensile cracks at the apex of the riverbank and various significant failure patterns were observed.

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)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.071
Threshold uncertainty score0.140

Distilled classifier scores by category (both heads)

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)0.0010.000

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 head0.011
GPT teacher head0.219
Teacher spread0.208 · 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 designObservational
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
Published2023
Admission routes1
Has abstractyes

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