MétaCan
Menu
← Back to cohort
Record W7019064094

Evaluating axial compressive capacity of helical piles installed in clay tills

2022· dissertation· en· W7019064094 on OpenAlexaboutno aff

Bibliographic record

VenueMspace (University of Manitoba) · 2022
Typedissertation
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsnot available
Fundersnot available
KeywordsBearing capacityShear (geology)PileTorqueTest dataStrain gaugeShear strength (soil)
DOInot available

Abstract

fetched live from OpenAlex

To support power generation infrastructure in northern Manitoba, 1,100 helical piles were installed. Fifty-seven axial compressive load tests from this work were evaluated for this study. Six of the tests were instrumented with strain gauges to evaluate the contribution from shaft adhesion. Several theoretical methods to predict the ultimate capacity of helical piles have been adopted from common shallow or deep foundations formulas and are investigated. Empirical methods to predict capacity from torque measurements obtained during install are also common and used to compare to other capacities, predicted or measured. Pile load tests are often completed to refine estimates of capacity and many interpretation methods are available to estimate a failure loads from the test results. Several methods are explored and the interpreted capacity is compared to theoretical and empirical methods. Using the theoretical methods, the influence of bearing capacity factors and shear strength of the soil were found to have the largest influence on capacity. Based on the ultimate capacity obtained from load tests and failure criteria, the theoretical methods over predicted capacity in every case. This is attributed to the selection of unrepresentatively high shear strengths, high Nc factors or a combination thereof. The selection of shear strengths is further scrutinized based on variability in testing data and it was found that further conservatism in the selection of mean shear strength data is pertinent. Capacity to torque correlations predicted capacities from 400 kN to 7,000 kN, owing to the large range of KT factors available. From site specific data, an average KT value of 11.9 was back-calculated. Several failure criterion were reviewed and three were used to estimate capacity from load-deflection curves. From this exercise it was noticed that methods which were applicable in most cases underestimated the capacity whereas methods which predicted higher capacities were applicable is less cases. Based on the De Beer failure criteria, a modified method, denoted the Creep limit, was developed which utilizes graphical and mathematical approaches to interpret a failure load. The Creep limit was found to be applicable in more cases while interpreting relatively high capacities.

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)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.080
Threshold uncertainty score0.159

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0020.001
Science and technology studies0.0010.001
Scholarly communication0.0010.000
Open science0.0010.000
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 head0.023
GPT teacher head0.228
Teacher spread0.205 · 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 designBench or experimental
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
Published2022
Admission routes1
Has abstractyes

Explore more

Same venueMspace (University of Manitoba)→Same topicGeotechnical Engineering and Soil Mechanics→French-language works237,207→