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Metro Thessaloniki: Tiefe Baugruben in Deckelbauweise

Author(s):


Medium: journal article
Language(s): German
Published in: geotechnik, , n. 4, v. 34
Page(s): 291-296
DOI: 10.1002/gete.201100020
Abstract:

Thessaloniki Metro: Deep excavations by the top-down method.

The new Thessaloniki Metro has been under construction since 2006. The total length of 9.6 km includes, beside the excavation of two tunnels, the construction and support of deep excavations for 13 stations with central platforms. In order to reduce traffic disturbance and to minimize settlements in the neighbourhood, a top-down construction method with diaphragm walls was adopted. Due to the limited space availability, stations were constructed without an inner lining. Further difficulties are associated with the soft inhomogeneous subsoil, the large excavation depths below the groundwater level and the seismicity at the site. Starting with a project description, the paper briefly presents the geotechnical design for two typical stations and the measures taken for providing safety against uplift. Measured and predicted system responses are also compared.

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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/gete.201100020.
  • About this
    data sheet
  • Reference-ID
    10066267
  • Published on:
    08/05/2012
  • Last updated on:
    13/08/2014
 
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