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Author:

Zhou Xiao-xiong (Zhou Xiao-xiong.) | Xiao Yu-hang (Xiao Yu-hang.) | Gong Qiu-ming (Gong Qiu-ming.) (Scholars:龚秋明) | Liu Xiao-li (Liu Xiao-li.) | Liu Jun-hao (Liu Jun-hao.) | Liu Dong-xin (Liu Dong-xin.)

Indexed by:

EI Scopus

Abstract:

Image analysis of rock chips is an important approach for TBM intelligent tunneling, and it can be used for real-time evaluation of rock-breaking efficiency and optimization of tunneling parameters. In order to investigate the relationships between TBM tunneling parameters and rock chip characteristics, a multi-step field tunneling test was carried out in an intact granite formation at a TBM construction section of Qingdao Metro Line 6. A rock chip image acquisition system was installed on the TBM to real-time collect rock chip images. Then, the relationship between the tunneling parameters and the size and shape characteristics of rock chips obtained through image processing was analyzed. The results showed that the median particle size d50, maximum particle size dmax and roughness index CI all present a positive correlation with thrust, torque and penetration, while a good negative correlation with FPI and SE. When the thrust exceeds a critical value for rock-breaking, the increase in thrust will significantly increase d50 and CI, while dmax increases significantly only when the thrust exceeds a larger value. Besides, as the thrust increases, the shape of the large rock chips gradually becomes flattened and the aspect ratio increases. However, after the thrust reaches a certain level, the aspect ratio will remain stable. The results can provide a basis for real-time optimization of TBM tunneling parameters based on rock chip information.

Keyword:

field tunneling test tunneling parameters tunnel boring machine (TBM) rock chip tunneling performance

Author Community:

  • [ 1 ] [Zhou Xiao-xiong]Chongqing Jiaotong Unirers, Sch Civil Engn, Chongqing 400074, Peoples R China
  • [ 2 ] [Zhou Xiao-xiong]Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
  • [ 3 ] [Liu Xiao-li]Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
  • [ 4 ] [Xiao Yu-hang]China Construct Infrastruct Corp Ltd, Beijing 100037, Peoples R China
  • [ 5 ] [Gong Qiu-ming]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 6 ] [Liu Jun-hao]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 7 ] [Liu Dong-xin]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Gong Qiu-ming]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China;;

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Source :

ROCK AND SOIL MECHANICS

ISSN: 1000-7598

Year: 2024

Issue: 4

Volume: 45

Page: 1142-1153

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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