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Author:

Jiang, Baoyuan (Jiang, Baoyuan.) | Zhao, Gao-Feng (Zhao, Gao-Feng.) | Gong, Qiuming (Gong, Qiuming.) | Zhao, Xiao-Bao (Zhao, Xiao-Bao.)

Indexed by:

EI Scopus SCIE

Abstract:

In this work, comprehensive numerical modelling was conducted on the full-scale linear cutting test with a TBM disc cutter. Several numerical techniques, including local particle refinement and the coupling of different numerical methods (4D-LSM, DDA, and NMM), were adopted to more realistically reproduce the actual experimental loading conditions. The coupled numerical method was first calibrated against the normal cutting force of the normal linear cutting test with large blocks of granite. Following the calibration, numerical predictions of the inclined cutting and double-channel continuous cutting processes were conducted, and the numerical results showed good agreement with previous experimental observations. The influences of cutting speed, particle size, and multiscale coupling techniques were further discussed, and some suggestions were derived on the selection of proper numerical parameters and techniques in the numerical simulation of 3D large-scale TBM disc cutting lab tests.

Keyword:

Full-scale linear cutting machine Tunnel boring machine Rock cutting Lattice spring model Numerical modelling

Author Community:

  • [ 1 ] [Jiang, Baoyuan]Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Sch Civil Engn, Tianjin 300354, Peoples R China
  • [ 2 ] [Zhao, Gao-Feng]Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Sch Civil Engn, Tianjin 300354, Peoples R China
  • [ 3 ] [Gong, Qiuming]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Zhao, Xiao-Bao]Nanjing Univ, Sch Earth Sci & Engn, NJU ECE Inst Underground Space & Geoenvironm, Nanjing 210093, Peoples R China

Reprint Author's Address:

  • [Zhao, Gao-Feng]Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Sch Civil Engn, Tianjin 300354, Peoples R China

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Source :

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

ISSN: 0886-7798

Year: 2021

Volume: 114

6 . 9 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

JCR Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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