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

Tian Xiaoxu1,2, Zhanping Song3,4, Tong Wang5

  • 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, 710055, China.

Scientific Reports
|December 27, 2024
PubMed

Keywords:
Additional surrounding rock pressureProgressive failure modeShallow buried bias tunnelSlope creep

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