Extend Convergence-Confinement Method for deep tunnels in poroelastic anisotropic medium

This paper is devoted to present a closed-form solution based on the approach of the conventional convergence-confinement method to study the effect of the movement of the tunnel face during the excavation on the stress-strain state of the surrounding medium and the interaction between the ground an...

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Bibliographic Details
Main Authors: Tran Nam-Hung, Nguyen Thi-Thu-Nga, Do Duc-Phi, Nguyen Tri-Ta, Cao Chu-Quang
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201825104051