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    Sorption-Induced Deformation and Elastic Weakening of Bentheim Sandstone

    Access Status
    Fulltext not available
    Authors
    Yurikov, A.
    Lebedev, Maxim
    Gor, G.
    Gurevich, Boris
    Date
    2018
    Type
    Journal Article
    
    Metadata
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    Citation
    Yurikov, A. and Lebedev, M. and Gor, G. and Gurevich, B. 2018. Sorption-Induced Deformation and Elastic Weakening of Bentheim Sandstone. Journal of Geophysical Research: Solid Earth. 123 (10): pp. 8589-8601.
    Source Title
    Journal of Geophysical Research: Solid Earth
    DOI
    10.1029/2018JB016003
    ISSN
    2169-9313
    School
    WASM: Minerals, Energy and Chemical Engineering (WASM-MECE)
    URI
    http://hdl.handle.net/20.500.11937/71301
    Collection
    • Curtin Research Publications
    Abstract

    ©2018. American Geophysical Union. All Rights Reserved. A number of studies show that adsorption of small amount of water causes significant reduction of elastic moduli and increase of elastic wave attenuation in sandstones. This effect is of practical importance for near-surface seismic studies and for applications of conventional rock physics theories, which require measurements of elastic properties of dry rock. Additionally, adsorption of water causes deformation of porous materials and rocks, which can be explained by the concept of varying surface stress, or change in the pressure of fluid adsorbed in pores. In this work we suggest that the adsorption-induced elastic weakening of sandstones is caused by changing fluid pressure in compliant pores on grain contacts. In order to validate this concept, we conduct simultaneous measurements of the elastic moduli and deformation of the Bentheim sandstone with adsorption and desorption of water and observe ~20% change in the bulk and shear moduli accompanied with the strain of the order of 10-4. Then, we estimate that the fluid pressure change should be of the order of several megapascals to cause such deformation. Comparison of the measured variations in the elastic moduli related to the estimated change in the fluid pressure with the stress dependency of the bulk and shear moduli in Bentheim sandstone shows a broad agreement of the two sets of measurements. A reasonable magnitude of the estimated fluid pressure change is consistent with the suggested hypothesis.

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