Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference18 articles.
1. Aradan Construction Co., 2009. Report on Geology and Engineering Geology of Tunnel P350.
2. Back analysis of time-dependent behavior of a test gallery in claystone;Boidy;Tunnelling and Underground Space Technology,2002
3. The mechanical behaviour of clay shales and implications on the design of tunnels;Bonini;Rock Mechanics and Rock Engineering,2009
4. Mechanical analysis of circular liners with particular reference to composite supports. For example, liners consisting of shotcrete and steel sets;Carranza-Torres;Tunnelling and Underground Space Technology,2009
5. Analytical solution for the excavation of circular tunnels in a visco-elastic Burger’s material under hydrostatic stress field;Fahimifar;Tunnelling and Underground Space Technology,2010
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