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Title: Modelling yield cap evolution in sandstone based on brittle creep experiments

Abstract

The Zenifim Formation is being considered as a potential disposal formation for a deep borehole nuclear repository concept in Israel. Site selection and repository construction are intended to ensure that waste is separated from circulating groundwater, but long-term deformation of the wellbore could potentially create fluid flow pathways. To understand how time-dependent rock strength could affect wellbore stability, here we conducted creep tests under low to moderate confining pressures on retrieved core from the Zenifim formation. During creep, samples strain slowly as gradual damage accumulation progressively weakens the samples. Failure eventually occurred through the near-instantaneous formation of a shear fracture. Experimental results were used to calibrate a continuum damage poro-elastic model for sandstones. The calibrated damage-poro-elastic model successfully simulates different types of loading experiments including quasi-static and creep. The state of strain in experiments is close to yield during loading as the yield cap continuously evolves with damage accumulation. For creep tests, most damage occurs during triaxial loading. Minor damage accumulation occurs under constant load until the final stage of creep, where damage accelerates and promotes unstable fracturing.

Authors:
 [1];  [1];  [2];  [2]
  1. Sandia National Lab. (SNL-NM), Albuquerque, NM (United States)
  2. Geological Survey of Israel, Jerusalem (Israel)
Publication Date:
Research Org.:
Sandia National Lab. (SNL-NM), Albuquerque, NM (United States)
Sponsoring Org.:
USDOE National Nuclear Security Administration (NNSA)
OSTI Identifier:
1781555
Alternate Identifier(s):
OSTI ID: 1815184
Report Number(s):
SAND-2021-3240J
Journal ID: ISSN 1365-1609; 694877
Grant/Contract Number:  
AC04-94AL85000; NA0003525
Resource Type:
Accepted Manuscript
Journal Name:
International Journal of Rock Mechanics and Mining Sciences
Additional Journal Information:
Journal Volume: 141; Journal ID: ISSN 1365-1609
Publisher:
Elsevier
Country of Publication:
United States
Language:
English
Subject:
58 GEOSCIENCES

Citation Formats

Choens, R. C., Bauer, S. J., Shalev, E., and Lyakhovsky, V. Modelling yield cap evolution in sandstone based on brittle creep experiments. United States: N. p., 2021. Web. doi:10.1016/j.ijrmms.2021.104706.
Choens, R. C., Bauer, S. J., Shalev, E., & Lyakhovsky, V. Modelling yield cap evolution in sandstone based on brittle creep experiments. United States. https://doi.org/10.1016/j.ijrmms.2021.104706
Choens, R. C., Bauer, S. J., Shalev, E., and Lyakhovsky, V. Wed . "Modelling yield cap evolution in sandstone based on brittle creep experiments". United States. https://doi.org/10.1016/j.ijrmms.2021.104706. https://www.osti.gov/servlets/purl/1781555.
@article{osti_1781555,
title = {Modelling yield cap evolution in sandstone based on brittle creep experiments},
author = {Choens, R. C. and Bauer, S. J. and Shalev, E. and Lyakhovsky, V.},
abstractNote = {The Zenifim Formation is being considered as a potential disposal formation for a deep borehole nuclear repository concept in Israel. Site selection and repository construction are intended to ensure that waste is separated from circulating groundwater, but long-term deformation of the wellbore could potentially create fluid flow pathways. To understand how time-dependent rock strength could affect wellbore stability, here we conducted creep tests under low to moderate confining pressures on retrieved core from the Zenifim formation. During creep, samples strain slowly as gradual damage accumulation progressively weakens the samples. Failure eventually occurred through the near-instantaneous formation of a shear fracture. Experimental results were used to calibrate a continuum damage poro-elastic model for sandstones. The calibrated damage-poro-elastic model successfully simulates different types of loading experiments including quasi-static and creep. The state of strain in experiments is close to yield during loading as the yield cap continuously evolves with damage accumulation. For creep tests, most damage occurs during triaxial loading. Minor damage accumulation occurs under constant load until the final stage of creep, where damage accelerates and promotes unstable fracturing.},
doi = {10.1016/j.ijrmms.2021.104706},
journal = {International Journal of Rock Mechanics and Mining Sciences},
number = ,
volume = 141,
place = {United States},
year = {Wed Mar 31 00:00:00 EDT 2021},
month = {Wed Mar 31 00:00:00 EDT 2021}
}

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