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Author:

Liu, S. (Liu, S..) | Xu, J. (Xu, J..) | Yang, X. (Yang, X..) | Tang, Q. (Tang, Q..) | Xie, X. (Xie, X..) | Gong, Q. (Gong, Q..) | Zhou, X. (Zhou, X..)

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Scopus

Abstract:

The wear of the eutters accounts for a significant portion of the engineering eosls when a Tunnel Boring Machine (TBM) operating in hard rocks. Understanding the wear patterns of die eutter is a key faetor in optimizing cutter design and reducing eutter consumption. Based on a TBM projeet in Xinjiang, this study found that the wear of the cutter edge tip is quite common under Class II and HI rock conditions. By continuously tracking and measuring the shapes of the worn cutter edge, the changes in cutter edge shape during the wear process was analyzed from various perspectives, including tip position, edge height difference, tip height, and edge width. The results indicate a consis-tent trend in the evolution of the face cutter's edge shape, with the tip leaning inward and the edge heing higher on the inside and lower on the outside. In contrast, the edge cutter's shape evolution exhibited two forms: one with the tip leaning inward and another with the tip leaning outward. By analysis of the stress State during the rock-breaking process of the cutter it evaluated the impact of installation radius and tilt angle on the wear shape of cutter edges. By statistically analyzing the wear volume and diameter loss of the cutter, it was found that as the installation radius in-creased, the wear rate of the center cutter rapidly decreased, the wear rate of the face cutter tended to stabilize, while the wear rate of the edge cutter sharply increased. © 2025 Editorial By Modern Tunnelling Technology. All rights reserved.

Keyword:

Cutter wear Cutter edge shape TBM Wear rate

Author Community:

  • [ 1 ] [Liu S.]Key Eaboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Xu J.]Xinjiang Shuifa Construction Group Co., Ltd., Urumqi, 830000, China
  • [ 3 ] [Yang X.]Xinjiang Shuifa Construction Group Co., Ltd., Urumqi, 830000, China
  • [ 4 ] [Tang Q.]Key Eaboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Xie X.]Key Eaboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Gong Q.]Key Eaboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Zhou X.]School of Civil Engineering, Chongqing Jiaotong University, Chongqing, 400074, China

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Source :

Modern Tunnelling Technology

ISSN: 1009-6582

Year: 2025

Issue: 1

Volume: 62

Page: 20-27and37

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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