Modelling yield cap evolution in sandstone based on brittle creep experiments
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 coul...
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Published in | International journal of rock mechanics and mining sciences (Oxford, England : 1997) Vol. 141; p. 104706 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Berlin
Elsevier Ltd
01.05.2021
Elsevier BV Elsevier |
Subjects | |
Online Access | Get full text |
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Summary: | 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, 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. |
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Bibliography: | AC04-94AL85000; NA0003525 SAND-2021-3240J USDOE National Nuclear Security Administration (NNSA) |
ISSN: | 1365-1609 1873-4545 |
DOI: | 10.1016/j.ijrmms.2021.104706 |