Print Email Facebook Twitter Practical passive fire protection in TBM driven road tunnels Title Practical passive fire protection in TBM driven road tunnels Author De Clippelaar, D. Contributor Bosch, J.W. (mentor) Van der Woude, S. (mentor) Quaak, M.P. (mentor) Fraaij, A.L.A. (mentor) Breunese, A. (mentor) Faculty Civil Engineering and Geosciences Department Geotechnology Programme Geo-Engineering Date 2011-01-12 Abstract Fires in tunnels are known for their violent nature, their effects pose a major threat to the tunnel and its users. Protection of the tunnel users against the effects of a fire can be achieved by providing sufficient ventilation combined with prevention of collapse of the tunnel within a period of time. However, tunnel structures are important assets to road networks and represent a high economic value. For this reason, it is beneficial to prevent structural failure to occur at all in a worst case scenario. Many countries around the world incorporate the Rijkswaterstaat fire curve (RWS curve) as a worst case heat loading scheme on the lining. The RWS curve is the result of research on large hydrocarbon pool fires in tunnels (e.g. due to an accident with a 50m3 gasoline truck). Recent research has identified the temperatures of the RWS curve to be valid for more realistic fires (e.g. with heavy goods vehicles) as well. Subject TBMfire To reference this document use: http://resolver.tudelft.nl/uuid:11da38c3-8da5-4576-af52-5613f6ae59b3 Part of collection Student theses Document type master thesis Rights (c) 2011 De Clippelaar, D. Files PDF Clippelaar.pdf 8.05 MB Close viewer /islandora/object/uuid:11da38c3-8da5-4576-af52-5613f6ae59b3/datastream/OBJ/view