Original paper
Lined Circular Tunnels in Elastic Transversely Anisotropic Rock at Depth
Abstract
Closed-form solutions for displacements and stresses of both the liner and the rock are presented for a deep circular tunnel excavated in transversely anisotropic rock above or below the water table subjected to static or seismic loading. The solutions are obtained with the assumption of elastic response of rock and liner, tied contact between rock and liner, impermeable liner, plane strain conditions along the tunnel axis and simultaneous...
Paper Details
Title
Lined Circular Tunnels in Elastic Transversely Anisotropic Rock at Depth
Published Date
Oct 1, 2010
Volume
44
Issue
2
Pages
149 - 167
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Notes
History