MétaCan
Menu
Back to cohort
Record W2731332053 · doi:10.1061/9780784480809.011

Dewatering Dike Construction and Grouting at the Meadowbank Mine, Northern Canada

2017· article· en· W2731332053 on OpenAlexaffabout
Vafa T. Rombough, Grant R. Bonin, Fiona Esford, Michel Julien

Bibliographic record

VenueGrouting 2017 · 2017
Typearticle
Languageen
FieldEngineering
TopicGrouting, Rheology, and Soil Mechanics
Canadian institutionsAgnico Eagle (Canada)Golder Associates (Canada)
Fundersnot available
KeywordsBedrockGeologyDikeGeotechnical engineeringDewateringGroutMining engineeringGeomorphologyPetrology

Abstract

fetched live from OpenAlex

Jet grouting and cementitious permeation grouting was carried out as part of the construction of a series of dikes within Second and Third Portage Lakes at Agnico Eagle’s Meadowbank Mine in Nunavut, Canada. The dikes consist of broad rockfill shells, granular filters, and a central low permeability element. The dikes were constructed to permit dewatering of the isolated portions of the lakes to expose areas for development and extraction of ore from open pits. The low permeability elements are comprised of a combination of soil-bentonite and/or cement soil-bentonite cut-off walls that were excavated using slurry trench technology through the granular filters to bedrock or into a dense foundation soil. In deeper portions, where the cut-off wall did not reach bedrock, jet grouting was carried out between the base of the cut-off wall and the bedrock surface. Grouting of the shallow bedrock and the interface between the bedrock and the base of the cut-off wall and/or jet grout columns was then carried out. This paper describes the techniques used for dike construction with emphasis on the treatment of materials left in place beneath the constructed cut-off wall through jet grouting, along with techniques used for permeation grouting of the shallow bedrock and the interface between bedrock and the base of the cut-off wall and/or jet grout wall (i.e., the contact zone). As the earthworks component of the construction was carried out during the short, open water season of each summer, the grouting works were carried out through the winter and shoulder seasons. For this, a significant level of winterization for all equipment had to be employed. The constraints imposed by the necessity of carrying out permeation grouting operations through the Canadian Arctic winter also led to the development of a novel approach to sealing the contact zone. Steel casings were installed through the cut-off wall and jet grout columns to bedrock, and the underlying bedrock drilled and grouted through the bottom of the casings. The casings were then perforated with a casing perforator tool and the contact zone sealed. Based on the successful dewatering and on-going performance of the dikes, the construction and grouting techniques employed are now considered as viable methods in the Canadian Arctic environment. The successful completion of these works would not have been possible without collaboration between the owner, the contractor and the designer.

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 categoriesScience and technology studies
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.523
Threshold uncertainty score1.000

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 studies0.0020.000
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 head0.010
GPT teacher head0.188
Teacher spread0.178 · 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 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
Published2017
Admission routes2
Has abstractyes

Explore more

Same venueGrouting 2017Same topicGrouting, Rheology, and Soil MechanicsFrench-language works237,207