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Publications by [Blom C. B. M.]

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ULTIMATE LIMIT STATE DESIGN FOR LININGS OF BORED TUNNELS (2009)
<p>According to modern design codes, such as the Eurocode 7, also Soil Retaining<br />structures should be designed according to Ultimate Limit State analysis, see [1]. From an economic point of view, the design of the lining, i.e. the thickness and reinforcement ...
Reference: Geomechanics and Tunnelling 2 (2009), No 4 pp 345-358
CONCRETE TUNNEL SEGMENTS WITH COMBINED TRADITIONAL AND FIBER REINFORCEMENT (2008)
<p>The paper deals with the concrete lining behaviour at Serviceability Limit State (SLS) in order to evaluate the advantages that result from an optimized reinforcement based on the combination of rebars and fibers with respect to the crack behaviour of segmental ...
Reference: Tailor Made Concrete Structures – Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8