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Record W2037985310 · doi:10.2118/121334-ms

Shale Swelling Tests Using Optimized Water Content and Compaction Load

2009· article· en· W2037985310 on OpenAlexfundno aff
Russell T. Ewy, E. K. Morton

Bibliographic record

VenueSPE Western Regional Meeting · 2009
Typearticle
Languageen
FieldEngineering
TopicDrilling and Well Engineering
Canadian institutionsnot available
FundersPratt and Whitney Canada
KeywordsOil shaleCompactionPelletsPorosityGeologyWater contentGeotechnical engineeringBulk densityPelletSwellingMineralogySoil scienceMaterials scienceComposite materialSoil water

Abstract

fetched live from OpenAlex

Abstract Since preserved shale core is rarely available, swelling tests are usually performed by creating shale pellets using ground-up cuttings. Room-dry ground cuttings are mixed with water, and then compressed under load in a compaction cell. In this paper we study the effect of different water amounts and compaction loads for five different shales. We find that both the optimum amount of water to use, and the optimum compaction load, are functions of the shale porosity. Lower-porosity shales require less water and greater compaction load, compared to higher-porosity shales. Pore size distributions of pellets vs. intact samples, and pellet saturation calculations, reveal the reasons for this. We also find that the optimum amount of water further depends on the amount of smectite in the shale, because smectite-rich shales hold more water in the room-dry state. However, this held water is easily determined by comparing the weight of room-dry ground shale with the weight of oven-dry ground shale. Porosity is easily determined from shale in situ bulk density. We therefore present simple relationships for calculating the required water amount and compaction load. A ‘calculator’ is presented which is applicable to nearly all shales covering a large range of porosities and clay mineral contents. It requires only two inputs: the shale in situ bulk density (e.g. from a well log), and the oven-dried weight of the room-dry ground shale. This calculator allows one to easily determine the appropriate water amount and compaction load for creating an optimum shale pellet. These findings allow one to create optimum shale pellets for swelling tests, which come closest to reproducing the in situ shale and yet are also fully-saturated. With optimized pellets, drilling fluids and completion fluids can be confidently ranked in terms of ‘bestto-worst’ swelling for any particular shale, as shown by the example swelling results in this paper. Without using optimized pellets, test results can be affected by various testing artifacts, such as capillary swelling due to incomplete saturation.

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 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 score0.069
Threshold uncertainty score0.731

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 science0.0000.000
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 head0.048
GPT teacher head0.238
Teacher spread0.190 · 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.

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".

Quick stats

Citations7
Published2009
Admission routes1
Has abstractyes

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