Principals of geomechanics of highly stressed rock and rock massifs

Contemporary rock mechanics is based on the principals of classical Continuum Mechanics theory. But new experimental results such as “zonal disintegration” around deep openings and “reversible deformations” of highly compressed rock samples cannot be described correctly from this viewpoint. A new ap...

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Veröffentlicht in:	Tunnelling and underground space technology 2018-11, Vol.81, p.506-511
Hauptverfasser:	Guzev, M.A., Odintsev, V.N., Makarov, V.V.
Format:	Artikel
Sprache:	eng
Schlagworte:	Continuum mechanics Deformation Disintegration Geology Geomechanics Massifs Mathematical models Non-Euclidian modelling Reversible deformation Rock mechanics Rocks Zonal disintegration
Online-Zugang:	Volltext
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