Deep Tunnel in Transversely Anisotropic Rock with Groundwater Flow
Volume: 49, Issue: 12, Pages: 4817 - 4832
Published: Oct 27, 2016
Abstract
Closed-form solutions for the stresses and deformations induced in the ground and tunnel liner are provided for a deep tunnel in a transversely anisotropic elastic rock, with anisotropic permeability, when subjected to groundwater seepage. Complex variable theory and conformal mapping are used to obtain the solutions; additional complex functions, necessary to prevent multiple solutions of the displacements, are included. The analytical...
Paper Details
Title
Deep Tunnel in Transversely Anisotropic Rock with Groundwater Flow
Published Date
Oct 27, 2016
Volume
49
Issue
12
Pages
4817 - 4832
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