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Approaches to technical solutions for tunnelling in swellable ground / Lösungsansätze für den Tunnelbau in quellund schwellfähigem Gebirge

Author(s):
Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , n. 5, v. 3
Page(s): 547-556
DOI: 10.1002/geot.201000054
Abstract:

"Swelling" is generally taken to mean the expansion of a rock due to water absorption. The main intention of this paper is to point out the significant difference between the swelling of clay and claystone (Tonstein) on one hand and the swelling of claystone and marl containing anhydrite on the other. In the opinion of the author, these differences are so large that they should be described as different phenomena. Leopold Müller has already proposed the introduction of different German terms: "Quellen" for clay and "Schwellen" for anhydrite. Unfortunately, this terminology has not caught on, probably because the word swelling is used in English for both processes. The resulting merging has hindered research into anhydrite swelling for decades, and the development of calculation methods and technical solutions for tunnelling in anhydrite-bearing ground is still at an early stage. In contrast, the problem of clay swelling can be regarded as largely solved.

Keywords:
anhydrite swelling clay swelling swelling pressure swelling pressure tests swelling potential resistance principle
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.201000054.
  • About this
    data sheet
  • Reference-ID
    10063742
  • Published on:
    19/11/2010
  • Last updated on:
    13/08/2014
 
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