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Erschienen in: Rock Mechanics and Rock Engineering 12/2020

14.08.2020 | Technical Note

Analysis of Fractured Rock Permeability Evolution Under Unloading Conditions by the Model of Elastoplastic Contact Between Rough Surfaces

verfasst von: Y. Zhao, C. L. Wang, J. Bi

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 12/2020

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Underground excavations usually cause stress unloading of the surrounding rock masses. Due to the stress release, these engineering activities may lead the rock mass to deform and produce macroscopic fractures (Qiu et al. 2014; Zhang et al. 2016, 2020; Zhao et al. 2019a), which increases the rock mass permeability significantly and, finally, triggers engineering problems such as mine water inrush and water loss (Li et al. 2019a, b). Therefore, a knowledge of changes in the permeability of rock joints that result from the stresses unloading around geotechnical engineering projects is crucially important. …

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Metadaten
Titel
Analysis of Fractured Rock Permeability Evolution Under Unloading Conditions by the Model of Elastoplastic Contact Between Rough Surfaces
verfasst von
Y. Zhao
C. L. Wang
J. Bi
Publikationsdatum
14.08.2020
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 12/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-020-02224-x

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