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Record W3163942455 · doi:10.48336/bk1w-y608

Investigation of cemented tailings backfill and wellbore stability for narrow vein mining by drilling

2022· dissertation· en· W3163942455 on OpenAlexaff
Javad Someehneshin

Bibliographic record

VenueMemorial University Research Repository (Memorial University) · 2022
Typedissertation
Languageen
FieldEngineering
TopicTailings Management and Properties
Canadian institutionsMemorial University of Newfoundland
Fundersnot available
KeywordsPortland cementCuring (chemistry)Compressive strengthMaterials scienceFly ashTailingsCementComposite materialGeotechnical engineeringMetallurgyGeology

Abstract

fetched live from OpenAlex

In this thesis, a comprehensive investigation of using tailings in backfilling material and the percentage of Portland cement and binder composition (a combination of Portland cement and fly ash) with the proportion of (80:20) is studied. Curing time and curing strength of the backfilling material after 7 days, 14 days, and 28 days were the main objective of this thesis. The freestanding vertical face of the void space by inclined stope method was calculated. Specimens were made with Portland cement as the first binder, which was composed of 6%, 8%, and 10% of the solid content of the mixture and 20% water content of the backfilling mixture. The Curing time and curing strength of the specimens in this first binder were measured by Geo-mechanical Loading Frame in Drilling Technology Laboratory (DTL). The second series of the specimens were made with binder composed of regular Portland cement 80% type GU and fly ash 20% class C with 6%, 8%, and 10% of the solid content of the mixture and 20% water content of the backfilling mixture. Then the curing time and curing strength of the specimens were measured. Finally, the results were compared and the effect of binder dosage on Unconfined Compressive Strength (UCS), the effect of binder composition on UCS, the effect of curing time on UCS, and the stiffness of backfilling materials for both binders were presented. In addition, an analytical study and Discrete Element Method (DEM) simulation were conducted to evaluate the wellbore stability of steeply mining using various wellbore failure criteria. Mining site data of surface and subsurface in-situ stress and rock mechanics properties was collected to support the study. The dimensions of the studied wellbore were 100m maximum depth, 1.3m maximum diameter, and 45 degrees inclination. The wellbore rock failure was analyzed, and the critical wellbore pressure after drilling in four essential azimuths (i.e. 0˚, 90˚, 180˚, and 270˚) using pure water was calculated. The results of the individual and the analytical-DEM coupled study demonstrated that the wellbore stability. The critical wellbore pressure is negative all along the wellbore; also, all applied stresses around the wellbore are between minimum wellbore pressure and maximum wellbore pressure, which indicates the stability of the well.

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)0.001
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
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 score0.506
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.001
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0010.000
Scholarly communication0.0000.001
Open science0.0010.000
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 head0.029
GPT teacher head0.228
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.

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
Published2022
Admission routes1
Has abstractyes

Explore more

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