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Role of brittle fracture on swelling behaviour of weak rock tunnels: hypothesis and qualitative evidence / Sprödbruch in wenig festem Fels als Auslöser von Quellvorgängen: Beobachtungen und Analysen

Author(s):


Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , n. 5, v. 3
Page(s): 583-596
DOI: 10.1002/geot.201000053
Abstract:

Underground construction in rock prone to swelling behaviour may result in long-term problems, especially in the invert, if the structure cannot resist swelling pressures. Swelling phenomena are not only a consequence of ground conditions but are strongly influenced by excavation and construction procedures. Evidence of brittle failure observed in the field will be presented and analyzed to prove that brittle failure is the trigger effect of swelling phenomena in shale and clay-anhydrite rocks. Brittle fractures have also been observed in laboratory swelling tests. Brittle failure can create cracks that form pathways for water, leading to changes in the stress-state, and as a consequence trigger swelling phenomena. In clay-anhydrite rock, the swelling pressure is caused by the crystallization pressure of gypsum. The excavation and construction procedures used for the tunnel are a decisive factor for controlling swelling behaviour.

Keywords:
swelling swelling pressure in-situ stress anhydrite-gypsum transformation anhydrite shale rock numerical analysis stress state
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.201000053.
  • About this
    data sheet
  • Reference-ID
    10063746
  • Published on:
    19/11/2010
  • Last updated on:
    09/12/2014
 
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