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Design Equations for Predicting Stability of Unlined Horseshoe Tunnels in Rock Masses

This paper aims to propose new stability equations for the design of shallow, unlined horseshoe tunnels in rock masses. The computational framework of the upper- and lower-bound finite-element limit analysis is used to numerically derive the stability solutions of this problems using the Hoek–Brown...

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Principais autores: Jintara Lawongkerd, Jim Shiau, Suraparb Keawsawasvong, Sorawit Seehavong, Pitthaya Jamsawang
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2022-10-01
Serier:Buildings
Fag:
horseshoe tunnels
rock mass
Hoek–Brown
finite-element-limit analysis
design equation
Online adgang:https://www.mdpi.com/2075-5309/12/11/1800
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