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Author:

Ma, Hongsu (Ma, Hongsu.) | Yin, Lijun (Yin, Lijun.) | Gong, Qiuming (Gong, Qiuming.) (Scholars:龚秋明) | Wang, Ju (Wang, Ju.)

Indexed by:

EI Scopus CSCD

Abstract:

Abstract Mixed-face ground encountered in Tunnel Boring Machine (TBM) tunneling presents great challenges and may trigger potential hazards without warning. A detailed understanding of such unfavorable conditions is therefore critical to a successful bored tunnel. In this paper, we firstly present a brief review of the definition, classification and the factors related to mixed-face conditions. Secondly, for a better understanding of this topic, we investigate the main difficulties and problems involved in TBM tunnelling under mixed-face ground with detailed cases. Thirdly, from the viewpoint of rock-machine interaction, we give some suggestions on the corresponding mitigation measurements from three categories: (i) selection of TBM type and modification of TBM, (ii) condition of ground and (iii) optimization of TBM operation. © 2015 Published by Elsevier B.V. on behalf of China University of Mining & Technology.

Keyword:

Solutions Construction equipment Boring machines (machine tools)

Author Community:

  • [ 1 ] [Ma, Hongsu]CNNC, Beijing Research Institute of Uranium Geology, Beijing; 100029, China
  • [ 2 ] [Yin, Lijun]Ecole Polytechnique Federalede Lausanne (EPFL), Lausanne; CH-1015, Switzerland
  • [ 3 ] [Gong, Qiuming]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Wang, Ju]CNNC, Beijing Research Institute of Uranium Geology, Beijing; 100029, China

Reprint Author's Address:

  • [ma, hongsu]cnnc, beijing research institute of uranium geology, beijing; 100029, china

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Source :

International Journal of Mining Science and Technology

ISSN: 2095-2686

Year: 2015

Issue: 4

Volume: 25

Page: 641-647

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 63

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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