Investigation of Reasonable Reserved Deformation of Deep-Buried Tunnel Excavation Based on Large Deformation Characteristics in Soft Rock

This study studies the deformation characteristics of the diversion tunnel of Jinping II Hydropower Station in order to guarantee the safety of the excavation of a large-section soft rock tunnel with a depth of 1000 m and increased ground stress. Using field data, theoretical computations, and numer...

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Détails bibliographiques
Auteurs principaux: Zhen Yang, Peisi Liu, Bo Wang, Yiqi Zhao, Heng Zhang
Format: Article
Langue:English
Publié: MDPI AG 2024-10-01
Collection:Buildings
Sujets:
Accès en ligne:https://www.mdpi.com/2075-5309/14/10/3159