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Record W4391481206 · doi:10.1016/j.geoen.2024.212682

Determination of stabilization time during stress-sensitivity tests

2024· article· en· W4391481206 on OpenAlexafffund
Yu Miao, Hai Huang, Desheng Zhou, Huazhou Li

Bibliographic record

VenueGeoenergy Science and Engineering · 2024
Typearticle
Languageen
FieldEngineering
TopicHydrocarbon exploration and reservoir analysis
Canadian institutionsUniversity of Alberta
FundersShanxi Provincial Key Research and Development ProjectNational Natural Science Foundation of ChinaUniversity of Alberta
KeywordsMercury intrusion porosimetryPermeability (electromagnetism)PorosityOverburden pressureMaterials scienceStress (linguistics)Composite materialGeotechnical engineeringIntrusionGeologyPorous mediumChemistry

Abstract

fetched live from OpenAlex

Previous studies proved that rock properties such as permeability, porosity, and well-logging properties can be changed when effective pressure increases (Labuz and Biolzi, 2016; Xiao et al., 2016; Dou et al., 2016; Miah et al., 2020; Han et al., 2021). The damage degree of permeability during such process is usually referred to as stress sensitivity. Stabilization time can be used to quantify the delayed stress sensitivity phenomenon. It characterizes how much time is required for a given core to reach an unchanging permeability level when the confining pressure is changed from a lower pressure to a higher pressure. However, few studies explore the mechanisms behind the observation that it takes an extra-long time for a low-permeability core to reach an unchanging permeability level when the confining pressure is changed from a lower pressure to a higher pressure. Most of stress sensitivity tests are terminated before reaching the stabilization stage, which leads to an underestimation of the actual permeability damages. In this study, we make a hypothesis that the delayed stress sensitivity can be correlated with the pore-scale properties of the reservoir rocks. In this study, mercury intrusion porosimetry (MIP) tests and tri-axial stress-sensitivity tests have been conducted on twelve core samples. MIP tests are used to measure the pore size distributions and to estimate the pore structure property. Using a trial-and-error approach, we develop an empirical method to split the pores in a given core sample into large pores and small pores based on the pore size distribution charts. Here we divide the pores into large and small pores. Our study find that the delayed stress sensitivity is strongly correlated with the pore structure of core samples. Once the pores are split into large pore and small pores, we can further calculate the area ratio of the large pores to the small pores. During each tri-axial stress-sensitivity test, we monitor the variation of permeability versus time. By analyzing the permeability variation data, we can determine the stabilization time, i.e., the time required for the permeability to reach a constant value when confining pressure changes to a higher level. We also record the cumulative stabilization time as a function of the confining pressure. The experimental results indicate that a core sample with a larger area ratio of large pores to small pores has a shorter stabilization time, while a core sample with a smaller area ratio of large pores to small pores has a longer stabilization time. Based on the experimental results, we develop a novel empirical model that can be used to predict the stabilization time required during the stress-sensitivity tests of a given rock sample.

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 score0.346
Threshold uncertainty score0.310

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
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 head0.005
GPT teacher head0.193
Teacher spread0.189 · 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

Citations1
Published2024
Admission routes2
Has abstractyes

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