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Publications in
Tunnel Final Lining
Total Items found:
17
SOME CRITERIA TO CONSIDER IN FINAL LINING DESIGN AND SUPERVISION IN CONVENTIONAL TUNNELLING (2013)
Von Munthe af Morgenstieme W.
,
Velez Perez H.
et al.
<p>This paper aims to summarize all the main criteria to carry out the design and supervision of in situ concrete lining. It is shown what are the main points to make it easier the supervision. Once excavation, support and waterproofing phases are finished, ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
World Tunnel Congress 2013 Geneva, Underground the way to the future
INFLUENCE OF THE TUNNEL SHAPE ON SHOTCRETE LINING STRESSES (2012)
Barpi F.
,
Peila D.
<p>Tunnel excavation is frequently carried out in rock masses by the drill and blast method and the final shape of the tunnel boundary can be irregular due to overbreaks. In order to investigate the effects of overbreaks a study of the effect of tunnel boundary ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
n Computer-Aided Civil and Infrastructure Engineering, 2012
REACTION CURVE OF SHOTCRETE LINING IN A CIRCULAR TUNNEL CONSIDERING EXCAVATION PROCESS (2012)
Chen J.-G.
,
Zhou S.-A.
et al.
The mechanical behavior of a shotcrete lining is analyzed in this paper using the convergenceconfinement approach. A calculation procedure is presented which is able to provide the reaction curve of a lining with increasing stiffness, by taking into account ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
EIJE, Vol. 17 [2012], Bund. T
WATERPROOFING MEMBRANES FOR CONCRETE BRIDGE DECKS (2012)
Russell H. G.
This report documents information on materials, specification requirements, design details, application methods, system performance, and costs of waterproofing membranes used on new and existing bridge decks since 1995.
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
NCHRP Synthesis 425, TRB
AGAINST LIMIT STATE DESIGN IN ROCK (2011)
Pells P. J. N.
It is inappropriate, if not meaningless, to attempt to apply limit state design methods, such as those encapsulated in Eurocode 7, to the design of primary support for tunnels in rock, particularly weak rock or any rock under high stress. By reference to some ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
Tunnels & Tunneling International, February 2011
DESIGN FIRES IN ROAD TUNNELS (2011)
Maevski I. Y.
This report provides information on the state of the practice of design fires in road tunnels, focusing on tunnel fire dynamics and the means of fire management for design guidance.
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
NCHRP Synthesis 415, TRB
ULTIMATE LIMIT STATE DESIGN FOR LININGS OF BORED TUNNELS (2009)
Bakker K. J.
,
Blom C. B. M.
<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 ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
Geomechanics and Tunnelling 2 (2009), No 4 pp 345-358
CONCRETE TUNNEL SEGMENTS WITH COMBINED TRADITIONAL AND FIBER REINFORCEMENT (2008)
Tiberti G.
,
Plizzari G.A.
et al.
<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 ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
Tailor Made Concrete Structures – Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8
DESIGNING CAST-IN-SITU FRC TUNNEL LININGS (2008)
Chiaia B.
,
Fantilli A. P.
et al.
<p>New procedures to design cast-in-situ steel fiber reinforced concrete (SFRC) tunnel linings are briefly presented in this paper. The ductile behavior at ultimate limit stage of such cement-based structures is ensured by a suitable amount of steel fibers ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
Tailor Made Concrete Structures – Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8
GEOMETRY, CONCRETE, FORMWORK AND CONCRETING OF TUNNEL LININGS: CONSTRUCTION DEFECTS APP 1 (2007)
Mercusot A.
<p>Tunnels lined with concrete formed on site are subject to ageing and developments that may endanger their stability, functions, safety and the required level of service. A certain number of defects are inevitably noted during or after tunnel construction. ...
Filed under:
Tunnel Engineering
-
Tunnel Final Lining
Reference:
AFTES Recommendations, Association Francaise Des Tunnels GT36R101