MétaCan
Menu
← Back to cohort
Record W4392520741 · doi:10.1061/9780784485323.014

Foundation Design for Crowchild Trail Short-Term Improvements

2024· article· en· W4392520741 on OpenAlexaffabout
Iain D. C. Gidley, W. Chris Workman

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEnvironmental Science
TopicRangeland and Wildlife Management
Canadian institutionsAlberta Bible College
Fundersnot available
KeywordsTerm (time)Computer scienceFoundation (evidence)History

Abstract

fetched live from OpenAlex

Crowchild Trail is a major arterial road in Calgary. Originally constructed in 1967, the crossing of the Bow River had become a cause of major traffic congestion. As part of the short-term improvements to Crowchild Trail, a road and bridge widening program was proposed to add additional northbound and southbound through lanes and reconfigure the on-ramps to the northbound lanes to relieve congestion. This presented three main geotechnical challenges: (1) insufficient factor-of-safety on the eastern slope of the south approach fill, (2) the potential of differential settlement between the existing abutment and the connected abutment extension, and (3) the ability to reuse the in-river bridge piers. The original construction of the south abutment used a spread footing on a large earth embankment. To facilitate the addition of one new northbound lane and two on-ramps, an abutment extension was required. This necessitated the construction of additional fill on the side of the existing steep abutment slopes. Due to the proximity of existing roads, the new lanes would need to be supported by a multi-tiered retaining wall. The foundation soils were not suitable to allow the construction of a multi-tiered MSE wall; therefore the bottom tier was designed as a spaced anchored pile wall. An additional complication was the need to connect the new abutment to the existing abutment. The abutment connection needed to be made before the addition of the majority of the load, which consisted of bridge girders and decking. This presented the potential to crack the abutment if too much differential settlement occurred. It was initially proposed to place the abutment extension on piles; however, this had the potential of creating a stiffness imbalance under cyclic traffic loading, which could also result in cracks developing along the abutment connection. Ultimately, a load transfer platform was designed to support the abutment extension and match stiffness between the new and existing fills. This paper describes the geotechnical considerations that went into developing the design and evaluating the ability to re-use the in-river bridge piers. The paper also presents the design and performance of the anchored pile wall and abutment extension, which used 2D and 3D numerical modeling techniques. The performance of the anchored pile wall has been monitored during service, which shows the seasonal effects on anchor loading that are also presented within the paper.

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)0.001
metaresearch head score (Gemma)0.002
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.987
Threshold uncertainty score0.063

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0020.001
Science and technology studies0.0010.000
Scholarly communication0.0010.001
Open science0.0020.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0190.006

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 head0.027
GPT teacher head0.263
Teacher spread0.236 · 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 designNot applicable
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 routes2
Has abstractyes

Explore more

Same topicRangeland and Wildlife Management→French-language works237,207→