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Author:

Zhang, Jinliang (Zhang, Jinliang.) | Xu, Hongyi (Xu, Hongyi.) | Gong, Qiuming (Gong, Qiuming.) | Yang, Fengwei (Yang, Fengwei.) | Wu, Fan (Wu, Fan.)

Indexed by:

EI Scopus SCIE

Abstract:

Artificial fractures on the tunnel face can promote tunnel boring machine (TBM) performance in the intact rock mass with high rock strength. High-pressure water jet (HPWJ) is a feasible choice to pre-cut the kerfs on the tunnel face to assist in TBM tunnelling. To study the effects of different layouts of the TBM cutter and HPWJ on the cutting performance and the corresponding rock breakage mechanism, a series of full-scale linear rock cutting tests were conducted. The analysis included the TBM cutter force, cutter vibration, rock muck and rock-breaking specific energy. According to the results, two HPWJ-assisted cutting layouts are recommended. One is arranging the HPWJ nozzle ahead of the cutter, making the cutter cut along the kerf. The rock damage zone after the cutter penetration was rather limited since the kerf beneath the cutter prevented the formation of the pressurized crushed zone and the generation of the lateral cracks that occurred in the intact rock. The lowest cutter force and vibration were obtained with the shallow kerf depth compared with the other layouts. Creating kerfs with a depth slightly lower than the cutter penetration is suggested to vastly save energy. Another recommended layout is arranging the nozzles between all the cutter trajectories, making the cutter cut along the middle line of two kerfs. The breakage mechanism turned to the interaction between the cutter and adjacent kerfs, macro-cracks generated from the cutter tip could propagate to the bottom of kerfs on both sides. The cutter force and the magnitude of oscillations decreased with the increasing kerf depth. The largest rock-breaking volume and lowest specific energy were obtained among all the tests. The suggested kerf depth is about twice the cutter penetration, above which the specific energy would not significantly decrease. The study is helpful to the cutterhead design of the TBM assisted with HPWJ and the promotion of TBM performance. Linear cutting tests using the HPWJ and full scale TBM cutter were successively performed with various layouts.The analysis of cutter performance comprises force, induced vibration, specific energy and mucks characteristics, validating the feasibility of the assistance of HPWJ.Arranging HPWJ nozzles on and between the cutter trajectories were recommended to drastically reduce the cutter force and specific energy, respectively

Keyword:

Cutter vibration High-pressure water jet Tunnel boring machine Cutting performance Cutting test

Author Community:

  • [ 1 ] [Zhang, Jinliang]Yellow River Engn Consulting Co Ltd, Zhengzhou 450003, Henan, Peoples R China
  • [ 2 ] [Yang, Fengwei]Yellow River Engn Consulting Co Ltd, Zhengzhou 450003, Henan, Peoples R China
  • [ 3 ] [Xu, Hongyi]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Gong, Qiuming]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Wu, Fan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 6 ] [Wu, Fan]Beijing Urban Construct Design & Dev Grp Co Ltd, Beijing 100037, Peoples R China

Reprint Author's Address:

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

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Source :

ROCK MECHANICS AND ROCK ENGINEERING

ISSN: 0723-2632

Year: 2024

Issue: 5

Volume: 57

Page: 3543-3557

6 . 2 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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