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Publications tagged with [tunnel stability]

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<p>Stability and potential failure mode of tunnels and underground rock caverns are directly related to the magnitude and orientation of the in-situ rock stress. In some cases, the high horizontal in-situ stress is essential in maintaining cavern stability, ...
Reference: VietRock 2015 International Workshop - an ISRM Specialised Conference, 12-13March 2015, Hanoi, Vietnam
In this paper, engineering geological properties of the entrance portal section of Konak&ouml;n&uuml; Tunnel, located on Black Sea Coastal Highway, Turkey, is studied. Moderately weathered basaltic and andesitic tuffs orderly to be driven by the entrance ...
Reference: Scientific Research and Essays Vol. 6(31), pp. 6566-6583, 16 December, 2011
<p>Fibre Reinforced Shotcrete (FRS) is now used together with bolts for ground support in almost every underground metalliferous mine in Australia. Safety and economy have been the primary factors driving the widespread adoption of this system of ground support. ...
Reference: Shotcrete for Underground Support XI
<p>This paper describes the methods that can be used to optimize the design of tunnels using a combination of reinforcement and support methods. Particular attention is given to tunnels in very weak rock or soil in which large deformations can occur. Two case ...
Reference: 56th Annual Geotechnical Engineering Conference to be held in Minneapolis on 29 February 2008.
<p>Pipe Roof Support systems are increasingly being used in weak ground tunneling although the design is often only based on experience. The results of an intensive measurement campaign, including settlement measurements ahead of the face, were used to determine ...
Reference: 33rd ITA-AITES World Tunneling Congress, Underground Space - the 4th Dimension of Metropolises, Volume 1. eds. J. Bartak, I.Hrdina, G.Romancov, J. Zlamal, Prague, Czech Republic, 5-10 May