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21. April 2024

Journal Geomechanics and Tunnelling 02/24 published

Cover Picture:

Lining stress controllers (LSC) have been developed as special supporting measure for tunnelling in zones with stress-induced failure involving large ground volumes and large deformations. The shotcrete lining is divided into several segments by longitudinal construction joints. The purpose of this segmentation is to absorb large deformations occurring during tunnel driving in weak ground. LSC elements are installed into these deformation joints. These elements have a defined workload during compression so the primary lining is not damaged (Source: DSI Underground).

Further information: www.dsiunderground.com

Table of Contents Journal Geomechanics and Tunnelling 02/24

Challenges in Geomechanics and Tunnelling

  • Utility and safety of the observational method
  • Automatic tunnel point cloud creation using photogrammetry
  • Operation of a road tunnel in swelling rock
  • Preloading by earth surcharge and ground water lowering
  • Friction effects on connection systems in segmental linings
  • Effect of disc cutter wear on rock cutting efficiency