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Record W185874973

Load Sharing of Piled-Raft Foundations in Sand Subjected to Vertical Loads

2012· dissertation· en· W185874973 on OpenAlex
Z. Omeman

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.

fundA Canadian funder is recorded on the work.
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

VenueSpectrum Research Repository (Concordia University) · 2012
Typedissertation
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsnot available
FundersConcordia UniversityCanadian Bureau for International Education
KeywordsRaftGeotechnical engineeringGeologyLoad sharingStructural loadStructural engineeringEngineeringComputer scienceMaterials science
DOInot available

Abstract

fetched live from OpenAlex

Due to the complexity of piled-raft system, and due to lack of rational solution, the design of piled-raft foundations relies on numerical modeling using techniques such as finite element.This study is directed to develop a numerical model capable to analyse the problem stated and to identify the parameters governing their performance.The model developed was based on the finite element technique and accounts for the complex interaction factors such as pile-to-pile, pile-to-raft, raft-to-raft and pile-to-soil.The results produced by the present model were validated by the available data in the literature.The model developed herein was then used to conduct a sensitivity analysis on the governing parameters believed to control such behaviour to include: the pile diameter, pile length, pile spacing, pile modulus of elasticity, reduction factor of the pile-soil interface strength, raft width, raft thickness and raft modulus of elasticity.Furthermore, the effects of soil modulus of elasticity, Poisson's ratio, friction angle, dilatancy angle, unit weight, were also examined.The study focussed on the influence of these parameters on the load-settlement relationship and the load sharing between the raft and piles of the system.This study compares the effect of the above parameters on the load-settlement relationship of piled-raft systems at small and large settlements.The study considers the case of a piled-raft supported by a single pile, and piled-rafts supported by (22), (33), (44) and (55) pile groups.The result of this phase was useful in optimizing the design of piled-raft foundations.

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 categoriesMeta-epidemiology (narrow)
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 score0.775
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.002
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.001
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 head0.018
GPT teacher head0.262
Teacher spread0.244 · 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