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Author:

Yin, L. J. (Yin, L. J..) | Gong, Q. M. (Gong, Q. M..) (Scholars:龚秋明) | Ma, H. S. (Ma, H. S..) | Zhao, J. (Zhao, J..) (Scholars:赵京) | Zhao, X. B. (Zhao, X. B..)

Indexed by:

EI Scopus SCIE

Abstract:

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.

Keyword:

Indentation test Crack Initiation and propagation Tunnel boring machine (TBM) Confining stress

Author Community:

  • [ 1 ] [Yin, L. J.]Ecole Polytech Fed Lausanne, LMR, CH-1015 Lausanne, Switzerland
  • [ 2 ] [Zhao, J.]Ecole Polytech Fed Lausanne, LMR, CH-1015 Lausanne, Switzerland
  • [ 3 ] [Gong, Q. M.]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Ma, H. S.]CNNC Beijing Res Inst Uranium Geol, Beijing 100029, Peoples R China
  • [ 5 ] [Zhao, X. B.]Nanjing Univ, Sch Earth Sci & Engn, Nanjing 210008, Jiangsu, Peoples R China

Reprint Author's Address:

  • 龚秋明

    [Gong, Q. M.]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

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Source :

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES

ISSN: 1365-1609

Year: 2014

Volume: 72

Page: 261-276

7 . 2 0 0

JCR@2022

ESI Discipline: GEOSCIENCES;

ESI HC Threshold:228

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 125

SCOPUS Cited Count: 165

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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