Repository logo

Infoscience

  • English
  • French
Log In
Logo EPFL, École polytechnique fédérale de Lausanne

Infoscience

  • English
  • French
Log In
  1. Home
  2. Academic and Research Output
  3. Journal articles
  4. Use of indentation tests to study the influence of confining stress on rock fragmentation by a TBM cutter
 
research article

Use of indentation tests to study the influence of confining stress on rock fragmentation by a TBM cutter

Yin, L. J.
•
Gong, Q. M.
•
Ma, H. S.
Show more
2014
International Journal Of Rock Mechanics And Mining Sciences

This paper explores the influence of the confining stress on rock fragmentation under the cutter of tunnel boring machine (TBM) by indentation test. Acoustic emission (AE) system was employed for real-time monitoring the rock fragmentation process during the indentation test. Granite and marble samples were used in the indentation test. The rock fragmentation processes with the different confining stress levels was studied based on the characteristics of force-penetration depth curve and the AE parameters, including AE energy rare, hit counts, amplitude and location of AE events. After the indentation test, the rock samples were cut along the centerline of rock samples and subsequently the crack distribution and the size of crushed zone were measured. The test results showed that the force for crack initiation and crushed zone size increased with increasing confining stress. The cracks tend to propagate to the free surface as the confining stress increases. But for the marble samples, there exists a critical confining stress condition, such that if the confining stress is more than the critical value, the force for crack initiation and crushed zone size decrease dramatically. Moreover, it was found that rock slabbing induced by confining stress had occurred before TBM cutter indentation. Such confining stress condition promotes rock fragmentation. (C) 2014 Elsevier Ltd. All rights reserved.

  • Details
  • Metrics
Type
research article
DOI
10.1016/j.ijrmms.2014.07.022
Web of Science ID

WOS:000345583900026

Author(s)
Yin, L. J.
Gong, Q. M.
Ma, H. S.
Zhao, J.  
Zhao, X. B.
Date Issued

2014

Publisher

Pergamon-Elsevier Science Ltd

Published in
International Journal Of Rock Mechanics And Mining Sciences
Volume

72

Start page

261

End page

276

Subjects

Tunnel boring machine (TBM)

•

Indentation test

•

Confining stress

•

Crack Initiation and propagation

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMR  
Available on Infoscience
December 30, 2014
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/109621
Logo EPFL, École polytechnique fédérale de Lausanne
  • Contact
  • infoscience@epfl.ch

  • Follow us on Facebook
  • Follow us on Instagram
  • Follow us on LinkedIn
  • Follow us on X
  • Follow us on Youtube
AccessibilityLegal noticePrivacy policyCookie settingsEnd User AgreementGet helpFeedback

Infoscience is a service managed and provided by the Library and IT Services of EPFL. © EPFL, tous droits réservés