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Record W2413905022 · doi:10.1061/9780784479902.073

Deltaport Berth’s 3 Design and Construction Challenges

2016· article· en· W2413905022 on OpenAlexaffabout
Geoffrey Cooper, Victor Szabo, Steve Ahlfield

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsKlohn Crippen Berger (Canada)
Fundersnot available
KeywordsWharfCaissonPort (circuit theory)EngineeringSettlement (finance)EarthworksCivil engineeringHammerRunwayGeotechnical engineeringMarine engineeringStructural engineeringComputer scienceArchaeologyMechanical engineering

Abstract

fetched live from OpenAlex

Port Metro Vancouver, located in the southwestern corner of British Columbia, is Canada’s largest port. Deltaport Container Terminal, at Roberts Bank just south of Vancouver, opened for business in 1997 and was an immediate success. In response to increased demand and growth forecasts Port Metro Vancouver, in partnership with the terminal operator (Global Container Terminals), decided to extend the two-berth caisson wharf and expand the container terminal to increase annual throughput by 50% from 1.2 to 1.8 million twenty-foot equivalent units (TEUs). This paper will focus on some of the unique aspects of the design for the Deltaport Berth 3 expansion, and resolution of key challenges encountered during construction. Concrete caissons for the wharf extension were prefabricated off-site, towed to site, and then installed at super-elevated positions to compensate for anticipated differential settlements and rotations due to the added mass of the terminal reclamation fills. This elevation pre-set provided a precisely aligned wharf extension, smooth alignment of crane rails and a level apron pavement. A risk based approach was used to develop appropriate seismic design criteria for the main wharf and for the ship-to-shore crane rails. Displacement-based seismic criteria were used for the design of this concrete gravity caisson wharf. Marine vibro-densification of the crushed rock foundation fills, combined with vibro-replacement and dynamic compaction of apron backfill materials, were methods used to improve the bearing capacity, seismic resistance, and settlement performance. A fill management plan was implemented for placement and preloading of reclamation fills in the terminal area, optimized to use all preload material as backfill. Wave protection for the Deltaport tugboat facility was provided by a tied sheet-piled bulkhead, as a temporary measure during berth construction. The design philosophy for the north end closure wall for the wharf extension, was based on the consequences of overall wall integrity and rupture of individual elements. Significant difficulties were overcome during construction of these sheet-piled walls.

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)0.001
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 score0.057
Threshold uncertainty score0.113

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0020.001
Scholarly communication0.0030.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0150.004

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 head0.014
GPT teacher head0.171
Teacher spread0.157 · 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
Published2016
Admission routes2
Has abstractyes

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