Competitive pumped-storage projects with vertical pressure shafts without steel linings / Konkurrenzfähige Pumpspeicherwerkprojekte dank ungepanzerter, vertikaler Druckschächte
Author(s): |
Anton Schleiss
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2013, n. 5, v. 6 |
Page(s): | 456-463 |
DOI: | 10.1002/geot.201300034 |
Abstract: |
For the highly loaded pressure tunnels and shafts that are used for the extension of storage power plants with pumped storage and to increase installed capacity, alignments of the waterway system with high overburden are of great importance from the economical and safety points of view. With the development of the raise-boring method, vertical pressure shafts can now be drilled up to 800 m in one step. |
Keywords: |
raise boring vertical pressure shaft design criteria pervious lining concrete liing
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10069422 - Published on:
15/12/2013 - Last updated on:
13/08/2014