Author(s): |
Mario Golger
Giorgio Höfer-Öllinger Friedrich Prinzl |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2014, n. 2, v. 7 |
Page(s): | 133-141 |
DOI: | 10.1002/geot.201400008 |
Abstract: |
The Pir Panjal Railway Tunnel was the first tunnel in India to be constructed in accordance with the principles of the New Austrian Tunnelling Method. Despite very heterogeneous rock conditions with frequent changes of solid and completely fractured rock, with high water inflow in places, the work progressed without prolonged excavation-related interruption and delays. This was possible because of the design and construction method, which permits prompt reaction to changing geology and installation of initial support measures, but also rapid adaptation of support measures to cope with the conditions of a young rock mass like the Himalayas. An important tool in regard to control and manage the ground deformations in the different geological conditions was the 3D monitoring of the lining displacements and its interpretation. |
Keywords: |
Himalayas NATM deformations geological model monitoring
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Available from: | Refer to publisher |
Structures and Projects
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data sheet - Reference-ID
10069942 - Published on:
09/04/2014 - Last updated on:
13/08/2014