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Record W3004679459 · doi:10.14288/1.0388530

Numerical investigation on strength upscaling and its application to a back analysis of an open pit slope failure

2020· article· en· W3004679459 on OpenAlexaff
C. Guajardo

Bibliographic record

VenuecIRcle (University of British Columbia) · 2020
Typearticle
Languageen
FieldEngineering
TopicRock Mechanics and Modeling
Canadian institutionsUniversity of British Columbia
Fundersnot available
KeywordsGeologyGeotechnical engineeringOpen-pit miningMining engineering

Abstract

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Strength scale effect refers to the decreasing of rock strength when specimen size increases. The drop of strength is specific of the rock type and is related to the presence of natural defects. Scale effect has been widely studied in laboratory test and numerical simulations and there is consensus on the importance of upscaled rock strength for excavation design. However, due to lack of data at scale of rock block, is not uncommon that non-upscaled laboratory properties are applied directly for geotechnical assessment. Besides, literature is scarce on practical applications of scaled rock block strength. In this thesis, numerical upscaling of rock strength is performed and used to back analyze a major instability. The study case corresponds to a highly defected and fractured leached rock that participated in a major slope failure of an open pit mine. First, geological and geotechnical characterization of the defected rock is presented. Then, rock strength is numerically upscaled using synthetic rock numerical samples. Finally, the upscaled rock strength is applied to estimate rock mass strength as input for a bidimensional slope failure back analysis. Synthetic rock experiments were performed in ELFEN FDEM code, on bidimensional samples with diameters between 5 centimeters to 1 meter. A discrete defect network was built in Fracman software based on core logging data. Uniaxial, biaxial and indirect tensile test were performed. The FDEM code was able to simulate realistically cracking patterns and stress-strain curves. The scale effect of the unconfined strength was verified while friction angle showed to be size invariant. The back analysis of slope failure demonstrated that the confined strength was overestimated, likely due to the lack of constraint that the third dimension impose. The bidimensional back analysis of the slope instability was performed in ELFEN FDEM code and RS2 continuum code. A discrete fracture network of faults was included in ELFEN analysis. Assessments applying upscaled and non-upscaled properties were compared. There was small difference between the two cases due to the larger influence of the joints regarding the upscaled rock strength. However, the case based on upscaled properties reproduced the failure more accurately in both, FDEM and continuum code.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.004
Threshold uncertainty score0.008

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.002
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.001
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0010.001
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 head0.015
GPT teacher head0.185
Teacher spread0.170 · 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 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".

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Citations0
Published2020
Admission routes1
Has abstractyes

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