Application of the pressure grouting in the hydraulic tunnels

Vladimir Andjelkovic, Zarko Lazarevic, Velimir Nedovic, Zdravko Stojanovic

“Jaroslav Cerni” Institute for Development of Water Resources, Department for Dams, Hydropower, Mines and Roads, 80 Jaroslava Cernog, 11226 Belgrade (Pinosava), Serbia

Received 1 September 2011, Revised 23 June 2012, Accepted 23 August 2012, Available online 12 May 2013.

- The original criterion of prestressing used in hydraulic concrete tunnel linings.
- A new method of measuring water losses in the tunnel is presented.
- The original mathematical model is used to control the impermeability.

https://www.sciencedirect.com/science/article/abs/pii/S0886779813000643