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Numerical Simulation Study on Frost Heave during the Freezing Phase of Shallow-Buried and Undercut Tunnel Using the Freeze-Sealing Pipe Roof Method

This article begins with the engineering geological conditions and freezing design scheme of the Gongbei Tunnel’s underground excavation section, then applies the mathematical model theory of the horizontal freezing-tunnel-formation freezing temperature field and frost heave displacement field, and...

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Autori principali: Yin Duan, Chuanxin Rong, Wei Long
Natura: Artigo
Lingua:Inglês
Pubblicazione: MDPI AG 2023-09-01
Serie:Applied Sciences
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Accesso online:https://www.mdpi.com/2076-3417/13/18/10344
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