Mathematical Modeling of Deformation and Failure of Salt Rock Samples

In uniaxial compression tests of cubic samples, the authors measure displacements in the mid-cross section of the samples at different distances from side faces. The mathematical modeling of deformation of salt rock samples uses the elastoplastic model with linear isotropic strengthening and the ass...

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Veröffentlicht in:	Journal of mining science 2021-05, Vol.57 (3), p.370-379
Hauptverfasser:	Baryakh, A. A., Tsayukov, A. A., Evseev, A. V., Lomakin, I. S.
Format:	Artikel
Sprache:	eng
Schlagworte:	Compression Compression tests Deformation Dimensions Earth and Environmental Science Earth Sciences Elastoplasticity Finite element method Geomechanics Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Lateral stability Mathematical analysis Mathematical models Mineral Resources Modelling Rocks Salts Sediment samples Shearing Strengthening Three dimensional models
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