Application of the pressure grouting in the hydraulic tunnels

Author:

Andjelkovic Vladimir,Lazarevic Zarko,Nedovic Velimir,Stojanovic Zdravko

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference11 articles.

1. Andjelkovic, V., 2005. Water permeability analysis of the tunnel of the “Bajina Basta” pumped storage power plant. In: IV Symposium on Civ. Eng. Association of Serbia and Montenegro, Zlatibor, pp. 279–286.

2. Kujundzic, B., 1977. Non-reinforced concrete lined large diameter water tunnel for high internal pessures. In: IV Symposium of Yugoslav Association for Rock Mechanics and Underground Works, Kosovska Mitrovica, Serbia, pp. 165–176.

3. Kujundzic, B., et al., 1980. Some experiences of previous investigations on the tunnel of pumped storage power plant. In: V Symposium of Yugoslav Association for Rock Mechanics and Underground Works, Split, Croatia, pp. 273–292.

4. Kujundzic, B., et al., 1982. Some results on lining pre-stressing for the pressure tunnel of a pumped storage hydroelectric plant. In: Proc., ISRM Symposium, Rock Mechanics related to Caverns and Pressure Shafts, Aachen, Germany.

5. Kujundzic, B., et al., 1992. Research on the Prestressing Tunnel Lining under Construction, Edition No. 87 of “Jaroslav Cerni” Institute for Development of Water Resources, Belgrade, Serbia, pp. 24–40.

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