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Record W4367155192 · doi:10.36487/acg_repo/2355_11

Assessment of static liquefaction susceptibility of early age cemented paste backfills

2023· article· en· W4367155192 on OpenAlexafffund
Tikou Belem, Mamert Mbonimpa, Jeffrey Oke, Louis-Philippe Gélinas

Bibliographic record

VenuePaste/˜Pœaste · 2023
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsBanff CentreUniversité du Québec en Abitibi-TémiscamingueGeomechanica (Canada)Agnico Eagle (Canada)University of Alberta
FundersFondazione Italiana per la Ricerca sul CancroFondation de l’Université du Québec en Abitibi-TémiscamingueNatural Sciences and Engineering Research Council of CanadaGovernment of Canada
KeywordsLiquefactionGeotechnical engineeringGeologyMaterials science

Abstract

fetched live from OpenAlex

The use of cemented paste backfills (CPB) for stope filling as a tailings management method becomes almost indispensable for flexible, selective and safe underground mining operations. For CPB to play the role of secondary ground support, it must develop a certain uniaxial compressive strength (UCS). The UCS value is almost linearly proportional to the binder content used. However, the cost of the binder represents 8 to 16% of the operating costs of mining with cemented backfill. That is the reason why mining companies seek to reduce the binder cost by reducing the amount of binder in the CPB mixtures. Unfortunately, a reduction in the binder content could cause a significant decrease in CPB strength, particularly at early ages. Such a CPB strength reduction, under undrained conditions, may cause liquefaction-induced failures at early ages due to seismic shaking or static loading. Static liquefaction can occur if the CPB show contractive behaviour during undrained loading and if there is a triggering mechanism present. The triggering mechanism can be due to a rapid rate of CPB raising (overloading), changes in porewater pressure or reduction in lateral confinement. The objective of this study is to experimentally assess the static liquefaction susceptibility of CPB containing low percentages of HS Portland cement (1.5, 1.75 and 2 wt%) at early ages (3 and 7 days). For each cement percentage and both curing times, isotropically consolidated undrained (CIU) triaxial compression tests were performed. Preliminary results are provided and the conditions for static liquefaction triggering are either null effective minor stress or when the pore pressure ratio (ru) reaches or is close to unity (ru = u/’3 = 1). The results showed that only the CPB studied using 1.5 wt% cement reached the condition of initial static liquefaction temporarily (axial strain in the range 0.5–3.5%) before resisting against liquefaction development (dilative behaviour).

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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.740
Threshold uncertainty score0.839

Codex and Gemma teacher scores by category

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

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 head0.013
GPT teacher head0.254
Teacher spread0.241 · 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

Citations0
Published2023
Admission routes2
Has abstractyes

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