Advertisement

Rock Mechanics pp 318-322 | Cite as

Consideration of Stresses and Deformations due to Swelling in Finite Element Analyses

  • Walter Wittke

Abstract

In the following, the stresses and deformations caused by swelling during the construction of a tunnel will be discussed on the basis of the stress-strain relationship developed in Section 4.5 ((4.11), Fig. 4.8) and with the aid of an example.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 7.1.
    Kiehlj J.R.: EIn neues Quellgesetz und seine .Anwendung auf den Hohlraumbau. In: Proc. 9th Nat. Rock Meek Symp., Aachen 1990 (being printed).Google Scholar
  2. 7.2.
    Wittke, WSonne aspects of the design and construction of tunnels in swelling rock In: Proc. Into Symp. on Weak Rockf Tokyo 1981.Google Scholar
  3. 7.3.
    Wittke, W.; Rl£ler, P,: Design of the lining of underground openings in swelling rock applying the finite element method Publications of the Institute for Foundation Engineer¬ing, Soil Mechanicsf Rock Mechanics and Waterways Construction at the RWTH Aachen, VoL 2 (1976).Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 1990

Authors and Affiliations

  • Walter Wittke
    • 1
  1. 1.Institut für Grundbau, Bodenmechanik, Felsmechanik und VerkehrswasserbauRWTH AachenAachenGermany

Personalised recommendations