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Author:

Wang, T. (Wang, T..) | Yan, C. (Yan, C..) | Zheng, H. (Zheng, H..) | Ke, W. (Ke, W..) | Ali, S. (Ali, S..)

Indexed by:

EI Scopus SCIE

Abstract:

Cutter spacing is one of the key factors affecting the rock breaking efficiency of Tunnel Boring Machine (TBM). In the excavation of deep soft rock tunnels, the water content can change the fragmentation behavior by TBM cutters, and further influence rock breaking efficiency. This study takes mudstone as an example to study the influence mechanism of water content on the optimum cutter spacing and rock breaking efficiency when TBM disc cutters penetrate soft rock. Firstly, the FDEM water migration-fracture coupled model considers the water weakening effect based on existing experimental fitting results. Secondly, several numerical experiments are conducted to calibrate the microscopic parameters input in FDEM. Finally, a series of numerical experiments of TBM double disc cutters penetrating in water-soaked mudstones are carried out using the coupling model. The crushing characteristics, cutter force, acoustic emission (AE), and crack pattern with different water content and cutter spacing are discussed in detail. Moreover, a novel recognition algorithm is proposed to calculate the rock chip distribution and area. The crack number, work done by the cutters, and specific energy (SE) are quantitatively analyzed. The results indicate that the water content of 2%–3% and the cutter spacing of 60–80 mm can lead to the lowest SE and highest rock breaking efficiency. Overall, the optimum cutter spacing decreases with the increase of water content. The modeling results can supply guidance for the optimization of cutter spacing during TBM tunneling in water-rich soft rock ground. © 2023 Elsevier Ltd

Keyword:

Water-soaked mudstone Optimum cutter spacing Rock chip pattern Rock breaking efficiency FDEM TBM double cutters

Author Community:

  • [ 1 ] [Wang T.]Faculty of Engineering, China University of Geosciences, Wuhan, China
  • [ 2 ] [Yan C.]Faculty of Engineering, China University of Geosciences, Wuhan, China
  • [ 3 ] [Yan C.]National Center for International Research on Deep Earth Drilling and Resource Development, China University of Geosciences, Wuhan, 430074, China
  • [ 4 ] [Zheng H.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Ke W.]Wuhan Municipal Construction Group Co., Ltd., Hubei, Wuhan, 430023, China
  • [ 6 ] [Ali S.]Faculty of Engineering, China University of Geosciences, Wuhan, China

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Source :

Tunnelling and Underground Space Technology

ISSN: 0886-7798

Year: 2023

Volume: 138

6 . 9 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 35

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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