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HPP Parbati (India) Inclined Shafts

TBM Concept, Segmental Lining and Site Experience

Author(s):

Medium: journal article
Language(s): English
Published in: Geomechanik und Tunnelbau, , n. 6, v. 1
Page(s): 543-550
DOI: 10.1002/geot.200800059
Abstract:

Stage II of the 2,000 MW HPP Parbati in Himachal Pradesh, a northern district of India at the lesser Himalayan zone, will generate a total power of 800 MW. A Joint Venture of Jäger Bau GmbH (Austria) and Seli SpA (Italy) completed together with Gammon India Ltd. in December 2006 the first inclined shafts in India driven by a double shield tunnel boring machine. The two parallel 30° inclined underground pressure shafts of 1,500 m in length each have been lined by precast concrete segments simultaneously to the TBM heading. Especially the second shaft could be completed in a record of 109 working days respectively with an average daily production of almost 14 m/d! A steel lining with an inner diameter of 3.5 m is underway to be installed in the two shafts. That project might have set a milestone for the execution of inclined shafts - for sure in India but may be even in other countries as well. The paper describes the mechanical excavation of these two shafts under severe conditions in a remote area.

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/geot.200800059.
  • About this
    data sheet
  • Reference-ID
    10031996
  • Published on:
    20/01/2009
  • Last updated on:
    30/09/2018
 
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