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Author:

Liu, Quansheng (Liu, Quansheng.) | Liu, Jianping (Liu, Jianping.) | Pan, Yucong (Pan, Yucong.) | Zhang, Xiaoping (Zhang, Xiaoping.) | Peng, Xingxin (Peng, Xingxin.) | Gong, Qiuming (Gong, Qiuming.) (Scholars:龚秋明) | Du, Lijie (Du, Lijie.)

Indexed by:

EI Scopus SCIE

Abstract:

Disc cutter wear is one of the comprehensive results of the rock-machine interaction in tunnel boring machine (TBM) tunneling. The replacement of the disc cutter is a time-consuming and costly activity that can significantly reduce the TBM utilization (U) and advance rate (AR), and has a major effect on the total time and cost of TBM tunneling projects. Therefore, the importance of predicting the cutter life accurately can never be overemphasized. Most cutter wear prediction models are only suitable for 17-in. or smaller disc cutters. However, use of large-diameter disc cutters has been an irresistible trend for large-section hard rock TBMs. This study attempts to reveal the genuine wear rule of a 20-in. disc cutter and develop a new empirical model for predicting the cutter life in granite based on field data collected from a water conveyance tunnel constructed by the TBM tunneling method in China. The field data including the actual cutter wear and the geological parameters along the studied tunnel were compiled in a special database that was subjected to statistical analysis to reveal the genuine wear rule of a 20-in. disc cutter and develop the reasonable correlations between some common intact rock parameters and the disc cutter life. These equations were developed based on data from massive to very massive granite with a UCS range of 40-100 MPa, which can be applied for the assessment of the cutter life of a 20-in. disc cutter in similar hard rock projects with similar rock strengths and rock abrasivities.

Keyword:

Intact rock parameters Wear rule Tunnel boring machine (TBM) Prediction model 20-in. disc cutter Cutter life

Author Community:

  • [ 1 ] [Liu, Quansheng]Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
  • [ 2 ] [Liu, Jianping]Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
  • [ 3 ] [Pan, Yucong]Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
  • [ 4 ] [Peng, Xingxin]Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China
  • [ 5 ] [Liu, Quansheng]Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn Hubei Prov, Wuhan, Peoples R China
  • [ 6 ] [Zhang, Xiaoping]Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn Hubei Prov, Wuhan, Peoples R China
  • [ 7 ] [Liu, Jianping]Univ Chinese Acad Sci, Beijing, Peoples R China
  • [ 8 ] [Pan, Yucong]Univ Chinese Acad Sci, Beijing, Peoples R China
  • [ 9 ] [Peng, Xingxin]Univ Chinese Acad Sci, Beijing, Peoples R China
  • [ 10 ] [Gong, Qiuming]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China
  • [ 11 ] [Du, Lijie]Shijiazhuang Tiedao Univ, Key Lab Struct Hlth Monitoring & Control Hebei Pr, Shijiazhuang, Peoples R China

Reprint Author's Address:

  • [Liu, Jianping]Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan, Peoples R China;;[Liu, Jianping]Univ Chinese Acad Sci, Beijing, Peoples R China

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Source :

ROCK MECHANICS AND ROCK ENGINEERING

ISSN: 0723-2632

Year: 2017

Issue: 5

Volume: 50

Page: 1303-1320

6 . 2 0 0

JCR@2022

ESI Discipline: GEOSCIENCES;

ESI HC Threshold:163

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 108

SCOPUS Cited Count: 129

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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