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Record W4387224602 · doi:10.36487/acg_repo/2325_33

Performance in shear of mechanical hybrid rockbolts

2023· article· en· W4387224602 on OpenAlexafffund
Greig Knox, John Hadjigeorgiou

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicRock Mechanics and Modeling
Canadian institutionsUniversity of Toronto
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsGeotechnical engineeringBoreholeEngineeringShear (geology)Structural engineeringMaterials scienceComposite material

Abstract

fetched live from OpenAlex

The performance of a rock reinforcement system is a function of successfully matching a rockbolt to ground conditions and the quality of installation. In very heavily fractured ground, the installation of resin or cementitious grouted rockbolts can be challenging. This is due to resin losses within the fractures and voids surrounding the borehole, as well as ‘blown out’ holes and hole closures. Poor installation can result in quality issues which may prevent a ground support system from achieving its specified performance requirements. In adverse ground conditions, where it is difficult to install grouted rockbolts, a mechanical hybrid rockbolt may provide an alternative. The typical configuration of a mechanical hybrid rockbolt is a steel tendon mechanically anchored within a friction rock stabiliser. The rockbolt is installed using a percussion force applied by the rockdrill, and the mechanical anchor is subsequently activated using rotation. This installation process improves the rockbolt’s resilience to hole closures. The absence of a chemical anchoring medium in this configuration reduces the impact of fractures and voids on the performance of the rockbolt. Recent work has focused on quantifying the performance of a mechanical hybrid rockbolt when subjected to a pull or impact test. These investigations employed testing configurations where the loading was applied to the thread of the tendon, or the plate affixed to the tendon. Scant information is available on the performance of mechanical hybrid rockbolts when the rockbolt is subjected to either an axial or shear indirect loading case, which are common in fractured rock masses. This paper describes the methodology and the results of an investigation into the performance of the mechanical hybrid rockbolt when subjected to indirect axial pull testing and shear loading. The investigation was conducted under laboratory-controlled conditions and resulted in consistent and repeatable results.

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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.008
Threshold uncertainty score0.026

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0080.002

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 head0.015
GPT teacher head0.212
Teacher spread0.196 · 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
Published2023
Admission routes2
Has abstractyes

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