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Record W7091461191 · doi:10.20381/ruor-31450

Calibration of Geotechnical Resistance Factor for Axially Loaded Steel Piles Driven in Alberta and Related Cost-Benefit Analysis

2025· dissertation· en· W7091461191 on OpenAlexaboutno aff

Bibliographic record

VenueUniversity of Ottawa - Library · 2025
Typedissertation
Languageen
FieldMedicine
TopicPrenatal Screening and Diagnostics
Canadian institutionsnot available
Fundersnot available
KeywordsPileFoundation (evidence)BedrockGeotechnical investigationAxial symmetryCalibrationStandard penetration testSafety factorSoil structure interaction

Abstract

fetched live from OpenAlex

Driven steel open-ended piles are used as foundations to support structures by transferring loads to the surrounding soil and/or deeper, more competent strata. These foundations are commonly employed in oil & gas, and infrastructure projects across Alberta. During the design phase, their capacity is typically estimated using semi-empirical equations based on static analysis methods and soil mechanics principles. However, uncertainties in pile capacity prediction persist, primarily due to site characterization, soil behavior, and construction quality. To address these uncertainties and ensure adequate safety under working loads, a Geotechnical Resistance Factor (GRF), as recommended by part of LRFD design approach, is applied to the calculated pile capacity. In Canada, based on the updated Canadian Foundation Engineering Manual (CEFM) for sites with a typical level of geotechnical understanding and where neither Pile Dynamic Analysis (PDA) nor static load testing is performed, a GRF with a value of 0.4 is recommended. However, several studies have indicated that using a uniform GRF without accounting for regional soil and bedrock variability often results in overly conservative designs. Similarly, applying a single GRF value to both shaft and toe capacities, while neglecting pile setup effects, further compounds this conservatism. Recalibration of GRFs is therefore necessary to better reflect these variables. This study aims to recalibrate GRF values regionally within Alberta for open-ended driven steel piles that have been axially loaded with the use of advanced statistical methods, PDA test data collected across the province and related geotechnical investigation data. The regional calibrated GRFs have been obtained initially for five (5) regions of Alberta (NE, NW, SE, SW, C). These values have been further recalibrated considering pile setup effects and differentiate value for shaft and toe capacities. Additionally, a cost-benefit analysis has been used to evaluate how much optimized GRFs can significantly reduce pile length requirements in design and cost in construction. Results show that locally calibrated GRFs yield the greatest savings about 20% compared to 10% for regionally calibrated values and 15% for soil-type-based calibrations. Incorporating pile setup effects into locally calibrated GRFs further enhances cost efficiency, with potential savings ranging from 23% to 35%, depending on soil conditions and calibration methodology.

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: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.306
Threshold uncertainty score0.719

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
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 head0.009
GPT teacher head0.222
Teacher spread0.213 · 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 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
Published2025
Admission routes1
Has abstractyes

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