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THE ROLE OF ROCK MECHANICS IN ANALYSING OVERBREAK: APPLICATION TO THE SOUMAGNE TUNNEL (2006)
Overbreak is a considerable cost factor in underground construction. In literature virtually no information is available relating rock mechanical parameters quantitatively to overbreak. During the construction (drilling, blasting&mucking) of the Soumagne hard rock tunnel, a high-speed railway tunnel connecting Brussels to Cologne, the overbreak was studied. Together with sparse information from literature, it was shown that overbreak can be related to rock mechanical parameters, like the rock mass rating.
Reference:
EUROCK 2006 – Multiphysics Coupling and Long Term Behaviour in Rock Mechanics, Van Cotthem, Charlier, Thimus & Tshibangu (eds) 2006 Taylor & Francis Group, London
EUROCK 2006 – Multiphysics Coupling and Long Term Behaviour in Rock Mechanics, Van Cotthem, Charlier, Thimus & Tshibangu (eds) 2006 Taylor & Francis Group, London
Organization:
Universite de Liege
Belgium
Universite de Liege
Belgium
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