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  • Ernst & Sohn

01. April 2020

Journal Geomechanics and Tunnelling 2/2020 published

Cover picture:

geomechanics_and_tunnelling_2-2020_cover_finalThe 2.9 Tm long twin-tube Oberau Tunnel is the central element of the 4.2 km long Oberau bypass. 80 % of the tunnel was excavated by drill and blast in hard rock and 20 % by hydraulic excavator in the soil crossing the Gießenbach valley. In the soft ground section, which is susceptible to settlement, the works were carried out under the protection of pre-support in the form of an umbrella of AT-Tubespiles with lengths of 6 m.

Table of Contents Journal Geomechanics and Tunnelling 2/2020

  • DAUB recommendation for BIM in tunnelling
  • Digitisation in infrastructure construction
  • Conceptual design and execution of a BIM pilot project
  • Machine Learning in tunnelling
  • From geological mapping to representation in BIM
  • Integrated BIM-to-FEM approach
  • Digital ground models in tunnelling
  • BIM use case – Payment of tunnel excavation classes