Theoretical analysis of additional surrounding rock pressure in shallow buried bias tunnel

Theoretical analysis of additional surrounding rock pressure in shallow buried bias tunnel

Abstract The existing calculation method for the surrounding rock pressure of shallow buried bias tunnel fails to account for the impact of the progressive failure characteristics of the surrounding rock and slope creep, thereby neglecting the additional pressure arising from slope creep. Therefore,...

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Bibliographic Details
Main Authors:	Tian Xiaoxu, Zhanping Song, Tong Wang, Jiangsheng Xie, Yun Cheng, Zhi Liu
Format:	Article
Language:	English
Published:	Nature Portfolio 2024-12-01
Series:	Scientific Reports
Subjects:	Shallow buried bias tunnel Progressive failure mode Slope creep Additional surrounding rock pressure
Online Access:	https://doi.org/10.1038/s41598-024-80658-x
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