Effect of Overburden Depth and Stress Anisotropy on a Ground Reaction Caused by Advancing Excavation of a Circular Tunnel

The assumption of the Convergence–Confinement Method (CCM) is the analysis of the interaction behavior of the support and ground of a deep circular tunnel under an isotropic stress field. Aiming to improve this method, this paper proposes a discussion on the influence of the overburden depth and str...

ver descrição completa

Detalhes bibliográficos

Principais autores:	Yu-Lin Lee, Ming-Long Zhu, Chi-Huang Ma, Chih-Sheng Chen, Chi-Min Lee
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2023-01-01
coleção:	Mathematics
Assuntos:	overburden depth anisotropic stress Convergence–Confinement Method tunnel analysis finite element analysis confinement loss
Acesso em linha:	https://www.mdpi.com/2227-7390/11/1/243
Tags:	Adicionar Tag Sem tags, seja o primeiro a adicionar uma tag!