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Author:

Li, Pengfei (Li, Pengfei.) (Scholars:李鹏飞) | Wei, Yingjie (Wei, Yingjie.) | Zhang, Mingju (Zhang, Mingju.) (Scholars:张明聚) | Huang, Qingfei (Huang, Qingfei.) | Wang, Fan (Wang, Fan.)

Indexed by:

EI Scopus SCIE

Abstract:

This paper aims at analyzing the influence of non-associated flow rule on passive face instability for shallow shield tunnels. The influence exerted by dilation angle on the limit support pressures, the failure zones and partial failure ratios is investigated by numerical simulations. Based on the failure zone obtained from numerical simulation, a log-spiral mechanism is proposed. The upper-bound theorem is employed to acquire the limit support pressures, failure zones and partial failure ratios. The analytical results indicate that dilation angle has a significant influence on the limit support pressure and failure mechanisms. Finally, by comparison with the numerical models and existing analytical models, the results indicate that the proposed log-spiral model has a certain accuracy in analyzing the face instability of blow-out.

Keyword:

Limit analysis Blow-out Shallow tunnels Numerical simulations Non-associated flow rule

Author Community:

  • [ 1 ] [Li, Pengfei]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Wei, Yingjie]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Mingju]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Fan]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 5 ] [Huang, Qingfei]CCCC Highway Consultants Co Ltd, Beijing 100088, Peoples R China

Reprint Author's Address:

  • [Wang, Fan]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China

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Source :

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

ISSN: 0886-7798

Year: 2022

Volume: 119

6 . 9

JCR@2022

6 . 9 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:49

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 69

SCOPUS Cited Count: 79

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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