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Record W7009430431

An elastic plastic approach, modeling deformation of dense sand

2000· other· en· W7009430431 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.

venuePublished in a venue whose home country is Canada.
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

VenueLibrary and Archives Canada (Government of Canada) · 2000
Typeother
Languageen
FieldHealth Professions
TopicNursing care and research
Canadian institutionsnot available
Fundersnot available
KeywordsTriaxial shear testIsotropyStress pathBreakageCompression (physics)Shear (geology)StiffnessDeformation (meteorology)Overburden pressure
DOInot available

Abstract

fetched live from OpenAlex

This thesis examines the mechanical behaviour of dense (dilative) sand. The dense sand was tested under high pressure conditions (80 MPa in one dimensional compression and a confining pressure of 7.2 MPa in triaxial testing) and high temperatures (up to 100C). The behaviour of the dilative sand could be successfully described by using elastic plastic concepts. The triaxial testing program used modified equipment from the University of Manitoba's Soil Mechanics Laboratory (larger specimen sizes). The testing methodology followed typical drained triaxial testing methods, but the temperatures and pressures at which the tests were performed where much higher than typical. The 1-D compression testing was performed in a newly designed and constructed test apparatus. The elastic-plastic model Cam Clay was able to capture many of the aspects of the dilative sands behaviour, modifications to the base model were necessary to account for particle breakage at high stress levels and variations in shear stiffness with shear strain. The normal compression line of sand is considered to be defined in the grain crushing region. The isotropic compression testing performed did not reach stress levels high enough to induce grain crushing. A new equation was developed to describe the isotropic compression behaviour of sand prior to reaching the normal compression line. Triaxial testing was performed at three different temperatures to determine the effect of temperature. No consistent effect of temperature was encountered in either isotropic compression or triaxial shear.

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: Not applicable · Consensus signal: none
GenreCandidate signal: Other · Consensus signal: none
Teacher disagreement score0.779
Threshold uncertainty score0.997

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 head0.012
GPT teacher head0.241
Teacher spread0.229 · 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