MétaCan
Menu
Back to cohort

Design and management processes involved with extracting regional pillar stopes in a seismic setting at Darlot Gold Mine

2015· article· en· W2609178521 on OpenAlexfundno aff
Christopher Moulding, Peter Andrews

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicGeotechnical and Geomechanical Engineering
Canadian institutionsnot available
FundersAustralian Centre for GeomechanicsBarrick Gold Corporation
KeywordsLodeInduced seismicityGeologyRock mass classificationSlip (aerodynamics)SeismologyMining engineeringPillarGeomechanicsFault (geology)Geotechnical engineeringEngineeringGeochemistry

Abstract

fetched live from OpenAlex

This paper outlines the protocols introduced for the management of potential seismic risk, including monitoring, numerical modelling, extraction sequencing and the necessary support upgrades to mitigate the risks at Darlot Gold Mine. The Walters Lode is located 400 m below surface and uses a longhole mining method retreating back to a regional pillar. The lode is hosted within a strong dolerite host rock (uniaxial compressive strength (UCS) = 220 MPa+), with a UCS that often exceeds 200 MPa, with the main mineralised lode following along a structure called the first slip fault. This structure pinches and swells at varying depths and is usually identified by quartz intrusions and a 0.5-1.0 m sheared zoned along the plane. This fault dips at approximately 50° to the west. In addition to the first slip fault, there are multiple intersecting faults throughout the area. Originally the ground support for the development drives was not designed for seismic conditions and predominantly utilised resin bolts installed over fibrecrete. As the mining front began to retreat towards the pillar, mining induced stresses began acting upon the rock mass and the structures in the area. The rock mass response to these changes included an increase in seismic activity and deformation. This increased activity led to a review of the seismic management risk procedures at Darlot. Initial changes included upgrading the ground support regime to a yielding system capable of retaining the rock mass in response to predicted levels of seismicity. Expected levels of seismicity were obtained by undertaking a review of historical seismic data in the area. Non-linear elastic modelling was also undertaken to determine the potential seismic response and predicted damage to the rock mass based on the proposed extraction sequence. Based on these results, a geotechnically optimised stoping sequence was proposed. Internal numerical modelling has been conducted to account for newly found stope shapes relative to the original extraction sequence. The results that show potential depths of failure are used to strategically plan and account for additional overbreak or brow damage in the mining plan. Ongoing seismic monitoring and analysis is used to determine seismic exclusion zones and re-entry times. All of the above changes are used to continually calibrate the existing models, and ongoing data collection has resulted in an optimal extraction sequence, therefore allowing a safe and productive extraction of the Walters Lode.

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)0.003
metaresearch head score (Gemma)0.003
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.007
Threshold uncertainty score0.014

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0030.003
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0010.001
Scholarly communication0.0020.001
Open science0.0010.002
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.001

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 head0.024
GPT teacher head0.199
Teacher spread0.174 · 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 designObservational
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
Published2015
Admission routes1
Has abstractyes

Explore more

Same topicGeotechnical and Geomechanical EngineeringFrench-language works237,207