Effect of temperature on deep lined circular tunnels in transversely anisotropic elastic rock

Volume: 1, Issue: 2, Pages: 79 - 93
Published: Dec 1, 2016
Abstract
Considerably less attention has been given to thermal stresses in a tunnel. Temperature changes in the ground or inside the tunnel, e.g. due to fire, can cause cracking and damage to the liner and surrounding ground. This study derived analytical solutions for stresses and displacements caused by thermal load for a lined circular tunnel under a transversely anisotropic ground where the ground anisotropy axis coincides with the stacking...
Paper Details
Title
Effect of temperature on deep lined circular tunnels in transversely anisotropic elastic rock
Published Date
Dec 1, 2016
Volume
1
Issue
2
Pages
79 - 93
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