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What is 3D Modeling of Freezing for Tunnel Construction about?

This document presents a study on the three-dimensional numerical modeling of freezing construction for underpass tunnels, focusing on the anisotropic properties of frozen soil. A thermomechanical coupled mathematical model was developed to analyze frost heave and thawing settlement, which was validated against field measurements. The findings aim to enhance the design of ground surface heaving control schemes during tunnel construction in complex environments.

Author

Karam Jaradat

Language

EN