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Record W2806091327 · doi:10.1061/9780784481578.034

Lateral Resistance of Helical Pile Groups—Case Study

2018· article· en· W2806091327 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

VenueIFCEE 2018 · 2018
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsPileGeotechnical engineeringStructural loadStructural engineeringTangentGroup effectPile capTowerDynamic load testingUltimate tensile strengthEngineeringGeologyMaterials scienceComposite materialMathematicsGeometry

Abstract

fetched live from OpenAlex

Helical piles are used frequently in western Canada to support transmission line towers due to their high tensile capacities and their ease of installation in difficult soil conditions such as soft clays or organic materials. There are several studies documenting their performance under lateral loads. However, most of the available studies are for single piles. The use of group of piles to support the foundations of transmission line towers is very common. Depending on the type of tower (i.e., tangent, light angle, heavy angle, or dead end) and loading conditions, groups of two to five piles are frequently used. In the present study, two pile groups, each of them with two piles, were presented. The paper documents the pile configuration and installation details of pile groups. The pile groups were installed into very stiff clay till so that one pile was vertical and the trailing pile was inclined at batter angle of either 20 or 30°. Soil stratifications and groundwater conditions were also summarized. Lateral load tests were performed using ASTM standard ASTM D3966 (ASTM 2013) for lateral load tests and the results were summarized in the paper. The results of the load tests were compared to a theoretical model using nonlinear p-y curves for lateral loading and t-z curves for axial loading. Based on the results of this study, it was found that a group of two helical piles can develop considerable resistance to lateral loads and that the lateral resistances of the pile group are highly dependent on the batter angle.

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)0.000
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 score0.251
Threshold uncertainty score0.372

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 science0.0000.000
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 head0.011
GPT teacher head0.225
Teacher spread0.214 · 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