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Non-linear Stiffness Behavior and Analysis of Tunnel Lining with Reinforcing Bars
Last updated on 04 January 2013 5:42
The deformation and cracking of mountain tunnel linings without reinforcing bars due to earth pressure has prompted a number of researchers to focus on methods of evaluating the strength of such linings as well as countermeasure design to prevent such damage. However, no satisfactory method has been found for evaluating...
Author(s):
Takashi ARUGA;Yasushi ARAI;Kiwamu TSUNO
Organisation(s):
Railway Technical Research Institute ;
2007
Japan
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