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Record W4297349484 · doi:10.56952/arma-2022-0550

Microscale Investigation of Strength and Failure Behavior of Rock-Concrete Interfaces Under Tensile Loading

2022· article· en· W4297349484 on OpenAlexaff
Ghasem Shams, Patrice Rivard, Omid Moradian

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicRock Mechanics and Modeling
Canadian institutionsUniversité de Sherbrooke
Fundersnot available
KeywordsUltimate tensile strengthMortarMaterials scienceComposite materialMicroscale chemistrySurface finishGeotechnical engineeringSurface roughnessFracture (geology)Geology

Abstract

fetched live from OpenAlex

ABSTRACT: Tensile failure and detachment of rock-concrete interfaces in civil engineering structures such as gravity dams is considered as one of the critical factors in controlling the stability of these structures. Despite the large number of studies, the fracturing process along the rock-concrete interfaces under tensile loading is not yet well understood. In this study, digital image correlation and acoustic emission techniques were employed to investigate the effect of the interface on the strength and the fracture properties of granite-mortar specimens under tensile loading. Our results indicated that the tensile strength of the granite-mortar interfaces was smaller than that of either the granite or the mortar. It was found that the tensile strength of the interface was controlled by both interface (adhesive strength) and the mortar (cohesive strength). The DIC results showed that FPZ is mainly limited to a narrow band along the interface, while the AE analysis revealed that the FPZ covers the interface area and a considerable portion of the mortar. AE better illustrated that the fracture may initiate at the interface and then kink into the mortar. In addition, it was seen that the surface roughness of the generated fractures is material dependent, i.e., fractures generated in granite were roughest, while fractures formed along the interface had the lowest roughness values. The finding of this study can improve our understanding of the tensile strength and behavior of rock-concrete interfaces, leading to the safer design of engineering structures. 1. INTRODUCTION In geomechanics, rock-concrete interfaces are frequently seen in civil and mining engineering applications such as tunnel linings, concrete gravity dams, concrete retaining walls, socketed piers, and shotcrete as a support for rock mass (Fishman, 2009; Chang et al., 2018). In such structures, the interface between rock and concrete is usually considered as the weakest structural zone, causing the initiation and growth of cracks and final failure along the interface (Zhong et al., 2014; Dong et al., 2019).

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)0.000
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 score0.001
Threshold uncertainty score0.004

Distilled classifier scores by category (both heads)

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)0.0010.000

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 head0.013
GPT teacher head0.206
Teacher spread0.193 · 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".

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Citations0
Published2022
Admission routes1
Has abstractyes

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