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Record W4401480721 · doi:10.56952/arma-2024-0775

Axial Stiffness Evolution of Rock Observed During Uniaxial and Triaxial Compression Strength Tests

2024· article· en· W4401480721 on OpenAlexaff
S. Gaines, Mark S. Diederichs

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicRock Mechanics and Modeling
Canadian institutionsQueen's UniversityNatural Resources Canada
Fundersnot available
KeywordsGeologyStiffnessMaterials scienceGeotechnical engineeringCompression (physics)Triaxial shear testComposite materialPetrologyShear (geology)

Abstract

fetched live from OpenAlex

ABSTRACT: Elastic properties, including Young's modulus and Poisson's ratio, are commonly reported parameters estimated from standard compression strength tests of intact rock core. Although it is recognized that axial stiffness is not constant during loading, Young's modulus is often estimated at a pre-defined portion of the stress-strain curve, typically at approximately 40-50% of the peak strength. Poisson's ratio, which is an indication of the axial to lateral strain response, is also highly non-linear and varies throughout the loading cycle as damage is initiated and accumulates in the rock specimen. While this method of interpreting elastic properties is sufficient for some rock materials under specific test conditions, plotting the instantaneous Young's modulus, or tangent modulus, as a function of axial stress reveals that the maximum stiffness and/or most linear region of elastic response does not necessarily fall within the typically applied fixed range of the stress-strain curves often used for interpretation. A series of uniaxial and triaxial compression tests were completed on Westerly granite, Stanstead granite and Indiana limestone to investigate the relationship between axial stiffness and stress during loading. It was found that while the maximum tangent modulus (i.e. maximum stiffness) for both the Westerly and Stanstead granites is reached between 45-55% of the peak axial strength during UCS tests, as confinement is applied the range decreases to approximately 20-25% and 30-40% of peak axial strength under 30 MPa confinement, respectively. Therefore, applying a standardized fixed range as a percentage of peak stress for calculating elastic properties under various confinement levels can be problematic. An improved strategy is to determine the maximum tangent modulus and select a range of stress or percentage around the stiffness inflection point to estimate Young's modulus. 1. INTRODUCTION An understanding of the physical and mechanical properties of rock material is critical to safely designing structures involving earth materials. This includes surface or near-surface geo-engineering projects such as open pit mines or foundations, and deeper underground projects such as tunnels, mines, or waste repositories. Furthermore, knowledge of material properties is important to effectively design borehole drilling programs and model subsurface behavior for large scale subsurface storage operations/projects.

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)0.000
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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.002
Threshold uncertainty score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.019
GPT teacher head0.222
Teacher spread0.204 · 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 designBench or experimental
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 routes1
Has abstractyes

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