Triaxial Tests on Cataclasites

The Semmering Base Tunnel, a major railway tunnel project in Austria with a length of approx. 27.3 km, will be constructed through signicant fault zones. Due to the overburden of up to 800 m squeezing, ground conditions are predicted in these zones. Consequently, the geotechnical parameters of the c...

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Veröffentlicht in:	Rock mechanics and rock engineering 2015-09, Vol.48 (5), p.2167-2171
Hauptverfasser:	Goricki, A., Pimentel, E.
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Earth and Environmental Science Earth Sciences Geological engineering Geophysics/Geodesy Overburden Technical Note Tunnels Underground construction Water pressure
Online-Zugang:	Volltext
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