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Dimensionierung von maschinellen Tunnelvortrieben mit Tübbingausbau im Fels

Author(s):

Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 12, v. 86
Page(s): 743-755
DOI: 10.1002/bate.200910072
Abstract:

Dimensioning of shield tunnelling with segment lining in hard rock.

In the available essay formulations based on theoretical elaborations are introduced, by which it is possible to estimate the risk of blocking of the shield skin of tunnel boring machine with shield (TBM-S) and the size of the necessary regular overcut can calculated. Likewise analytic formulations for the ground pressure are specified, with which it is possible to design an economic segment lining for the kind of driving specified before.

Keywords:
mechanical tunnel driving tunnel boring machine (TBM) tunnel lining overcut tubbing segment numerical calculation analytic calculation finite difference method numerics
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/bate.200910072.
  • About this
    data sheet
  • Reference-ID
    10059283
  • Published on:
    19/11/2010
  • Last updated on:
    13/08/2014
 
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