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Record W2086096363 · doi:10.4043/22035-ms

Allowable Drill Rig Wheel Loads on Frozen Muskeg

2011· article· en· W2086096363 on OpenAlexaffabout
James M. Oswell, R. P. W. Stancliffe, Ron Coutts, Vik Karambelkar, Mark A. Wood

Bibliographic record

VenueOTC Arctic Technology Conference · 2011
Typearticle
Languageen
FieldEarth and Planetary Sciences
TopicClimate change and permafrost
Canadian institutionsImperial Oil (Canada)
Fundersnot available
KeywordsDrillDrillingGeotechnical engineeringEnvironmental scienceGeologyStratumFactor of safetyMining engineeringEngineeringMechanical engineering

Abstract

fetched live from OpenAlex

Abstract Considerable expanses of Alaska, Canada and Russia have unfrozen muskeg terrain. A broad study was undertaken to determine the seasonally frozen thickness of muskeg required to support heavy drill vehicle loads. The study included field testing and collection of frozen muskeg samples for laboratory testing to assess the engineering properties of the frozen muskeg, insitu testing of the muskeg and underlying mineral soils, and numerical modeling of a frozen muskeg layer subject to loading by heavy drilling equipment. This paper reports on the numerical modeling to assess the wheel load capacity of relatively thin frozen layers overlying a weak (non-zero strength) unfrozen stratum. The wheel load capacity of the frozen muskeg was assessed considering several failure mechanisms. For the shear failure mode a finite element model was used to predict soil and muskeg deformation and assess the factor of safety against failure. For a punching shear failure, the factor of safety against failure was estimated by a closed-form solution. The results are presented as a series of graphs of factor of safety versus frozen layer thickness for a number of average frozen layer strengths. A single loading scenario was considered, consisting of a loaded drill rig with a gross weight of 62,000kg. Introduction Large drilling and support vehicles can often exceed 50,000 kg in gross vehicle weight and require special permits to travel over some roads during parts of the year. In many areas the travel surface to drilling or well sites consists of soft and weak soils or organic layers that restrict access by all vehicle travel to winter periods when the ground is frozen. The capacity of the soil or organic layer to support vehicles is notionally a function of the thickness and strength of the surface layer and the mass of the vehicle. If the access requirements to this terrain can be addressed in a rational manner then operators can undertake better planning and allocation of equipment and resources. This paper documents a study to determine the required seasonally frozen thickness of muskeg required to support heavy drill vehicle loads. The broader study included field testing and collection of frozen muskeg samples for laboratory testing to assess the engineering properties of the frozen muskeg, insitu testing of the muskeg and underlying mineral soils, and numerical modeling of a frozen muskeg layer subject to loading by heavy vehicles. The goal of the overall study was to develop a field assessment method to determine the potential load carrying capacity of frozen organic soils such as muskegs. The study assumed that the frozen muskeg was underlain by a material with some low, but non-zero, shear strength.

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 categoriesInsufficient payload (model declined to judge)
Consensus categoriesInsufficient payload (model declined to judge)
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.263
Threshold uncertainty score0.997

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 studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0380.004

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 head0.066
GPT teacher head0.223
Teacher spread0.157 · 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; both teacher heads agree on what is shown here.

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
Published2011
Admission routes2
Has abstractyes

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