Explicit Analysis for the Ground Reaction of a Circular Tunnel Excavated in Anisotropic Stress Fields Based on Hoek–Brown Failure Criterion

The study aims to utilize the convergence–confinement method (CCM) by considering non-hydrostatic stress assumptions in the analysis of the surrounding rock in a circular tunnel. The rock mass properties should adhere to the criteria of the non-linear Hoek–Brown failure criterion. Through a thorough...

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Главные авторы:	Yu-Lin Lee, Chih-Sheng Chen, Chi-Min Lee
Формат:	Artigo
Язык:	Inglês
Опубликовано:	MDPI AG 2024-08-01
Серии:	Mathematics
Предметы:	tunnel analysis non-linear failure criterion closed-form solution incremental procedure anisotropic stress fields convergence–confinement method
Online-ссылка:	https://www.mdpi.com/2227-7390/12/17/2689
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