Analysis of squeezing‐induced failure in a water tunnel and measure of rehabilitation: A case study of Tishreen tunnel, Syria

Squeezing phenomena can lead to severe loads in deep tunnels, especially in the presence of a low ratio of surrounding rock strength to overburden pressure. For this reason, it is highly imperative to analyze and identify a suitable methodology to estimate the squeezing potential and select a proper...

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Veröffentlicht in:	Deep underground science and engineering (Online) 2024-08
Hauptverfasser:	Mhanna, Mohannad, Hussein, Hussein Hadi
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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