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Record W4401481157 · doi:10.56952/arma-2024-0115

Mechanical and Hydraulic Characterization of 3D Printed Rock Analogues of Poorly Cemented Sandstone

2024· article· en· W4401481157 on OpenAlexaff
Daniel Felipe Cartagena-Pérez, Alireza Rangriz Shokri, G. Zambrano Narvaez, Richard J. Chalaturnyk

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicTunneling and Rock Mechanics
Canadian institutionsUniversity of Alberta
Fundersnot available
KeywordsCharacterization (materials science)GeologyGeotechnical engineeringMaterials scienceNanotechnology

Abstract

fetched live from OpenAlex

ABSTRACT: This study presents a mechanical characterization of multiple 3D printed rock samples with silica sand grains that were aimed to emulate the behavior of poorly cemented sandstones. The printing process consisted of spraying a liquid binder onto a bed of sand grains, layer by layer, followed by a curing process. To assess the quality of cementation through binder distribution, we employed Computed Tomography (CT) to get high-resolution images of the printed rock specimen. Subsequently, we conducted porosity measurements using both water and canola oil. To complete the work, intact samples at low binder saturation (i.e. cementation) underwent several UCS and triaxial tests, along with permeability measurements. Our results indicated an average porosity of 46% for poorly consolidated 3D printed rock analogues. The average UCS was 1.45 MPa, with a Young's modulus of 175.18 MPa; our experimental data from 3D printed rock samples align closely with actual core measurements of poorly cemented sandstones, as reported in literature for locations such as Cold Lake and McMurray heavy oil reservoirs. Following UCS testing, we observed diagonal shearing failure planes in all samples. Triaxial testing indicated low cohesion (350 kPa) and frictional angle akin to dense sands (56°), leading to a loose sand structure upon shearing. Regarding their hydraulic properties, we also conducted permeability tests at an effective confining stress of 0.5 MPa which revealed an average permeability of 1.8 Darcies, again consistent with poorly cemented sandstones. 1. INTRODUCTION Implementation of engineering solutions in geomaterials often necessitates a comprehensive hydromechanical characterization, which involves destructive tests using multiple samples, such as uniaxial compressive strength (UCS) and triaxial tests. In response to this demand, additive manufacturing (i.e. 3D printing) technology has emerged as a cost-effective means of obtaining a substantial number of identical rock samples. This capability allows researchers and engineers to carry out multiple tests (Including destructive ones – e.g. triaxial tests) without the limitation in number and price of samples that come from actual reservoirs. This advantage is useful if the 3D printed rock is partially representative of the rocks in the reservoirs.

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: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.588
Threshold uncertainty score0.281

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 head0.009
GPT teacher head0.208
Teacher spread0.199 · 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 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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