Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method

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Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method

Weak rock mass behavior is an important and challenging consideration during construction and utilization of a tunnel. Tunnel surrounding ground deformation in weak rocks causes to gradual development of loading on the support system and threats the opening stability. In this research, time-dependen...

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Bibliographic Details
Main Authors:	Sharifzadeh, Mostafa, Tarifard, A., Moridi, Mohammad Ali
Format:	Journal Article
Published:	Pergamon 2013
Online Access:	http://hdl.handle.net/20.500.11937/25982

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