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Record W4416397190 · doi:10.1016/j.jrmge.2025.07.032

Understanding the anisotropic stress–strain behavior of heterogeneous slate in uniaxial compressive strength testing

2025· article· en· W4416397190 on OpenAlexaff
Manuel A. González-Fernández, Ignacio Pérez–Rey, Fei Song, José Muralha, Jennifer J. Day, Anna Giacomini, Leandro R. Alejano

Bibliographic record

VenueJournal of Rock Mechanics and Geotechnical Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicRock Mechanics and Modeling
Canadian institutionsQueen's University
FundersXunta de GaliciaConsellería de Cultura, Educación e Ordenación Universitaria, Xunta de GaliciaUniversidade de VigoKungliga Tekniska Högskolan
KeywordsAnisotropyTransverse isotropyCompressive strengthIsotropyContext (archaeology)Finite element methodOrientation (vector space)Rock mechanicsFoliation (geology)Plane stress

Abstract

fetched live from OpenAlex

Strain measurements during uniaxial compressive strength (UCS) testing and their subsequent interpretation to obtain elastic parameters are relatively straightforward for most rocks. However, for slates, which are foliated metamorphic rocks characterized by significant anisotropy, the dependence of elastic properties on the orientation of foliation complicates the measurement and interpretation of strain data. In this study, a series of wave propagation velocity tests and UCS tests are conducted on cylindrical and prismatic slate specimens to gain a better understanding of how to obtain and process deformability and strength results. Wave propagation velocity results demonstrate an increase with the dip of foliation planes crossed, which is consistent with previous studies. Based on UCS test results, two methodologies are considered for obtaining transversely isotropic deformability parameters: the least-squares method and the recently proposed generalized reduction gradient (GRG) algorithm. Their performance is assessed in the context of potentially variable and limited amounts of data. GRG algorithms provide an enhanced analysis technique for estimating anisotropic elastic properties when dealing with limited or heterogeneous laboratory test data. Different strength models have also been considered, including the classic Jaeger’s weakness plane (JPW) and its subsequent modification, i.e. 2HBJPW. The 2HBJPW approach has proven to be more consistent with the obtained results and enhances the representation of the strength properties of slates. Additionally, a finite element method (FEM) numerical approach is employed to compare results with analytical and experimental ones, demonstrating a good match, thereby offering calibrated inputs for rock engineering applications.

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 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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.814
Threshold uncertainty score0.645

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 integrity0.0000.001
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 head0.027
GPT teacher head0.228
Teacher spread0.201 · 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 teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
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

Citations3
Published2025
Admission routes1
Has abstractyes

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