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A novel method to calculate pressure on the twin-tunnel in layered strata

  • Hai Min Lyu
  • , Shui Long Shen*
  • , Annan Zhou
  • , Ke Lin Chen
  • *Corresponding author for this work
  • Key Laboratory of Precision Opto-Mechatronics Technology (Ministry of Education)
  • Royal Melbourne Institute of Technology University
  • China Railway Eryuan Engineering Group Co. Ltd.

Research output: Contribution to journalArticlepeer-review

Abstract

Tunnel pressure from the surrounding rocks plays a critical role for the safety of tunnel. The existing methods for calculate twin-tunnel pressure supposed that the tunnel is buried in a uniform soil layer. This work presents detailed equations of an analytical method to calculate the twin-tunnel pressure in layered strata, which can consider the effects from soil layers. The proposed method is applied to analyse the pressure of the metro twin-tunnels in Chongqing. To demonstrate the efficiency of the proposed analytical method, both the tunnel pressure in layered strata and single strata were calculated. The method article is a companion paper with the original article [1]. • Analyses of the soil parameters; • Determine the failure pattern A/B; • Calculate the vertical and horizontal pressure.

Original languageEnglish
Article number101126
JournalMethodsX
Volume7
DOIs
StatePublished - Jan 2020
Externally publishedYes

Keywords

  • Analytical method
  • Layered strata
  • Tunnel pressure
  • Tunnel pressure calculation method
  • Twin-tunnel

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