A platform for research: civil engineering, architecture and urbanism
Describes grouting operations for consolidation of fractured coarse granite foundation of dam of hydroelectric development on Neisse; grouting holes, 1 m. apart, filled under 4 to 5 atmospheres pressure with 1 to 1 cement grout, 5 cm. of 1 to 3 cement mortar and cap of 1 to 8 concrete, using 35 kg. of cement per sq. m.
Describes grouting operations for consolidation of fractured coarse granite foundation of dam of hydroelectric development on Neisse; grouting holes, 1 m. apart, filled under 4 to 5 atmospheres pressure with 1 to 1 cement grout, 5 cm. of 1 to 3 cement mortar and cap of 1 to 8 concrete, using 35 kg. of cement per sq. m.
Grouting. Grouting the rock foundation of the Rudolfstal dam
Ueber die Sohlendichtung der Sperrmauer in Rudolfstal
Frey, F. (author)
1928
3 Figs.
Article (Journal)
German
© Metadata Copyright Elsevier B. V. All rights reserved.
British Library Conference Proceedings | 1993
|Vacuum grouting technology of fragmented rock foundation
European Patent Office | 2015
|TIBKAT | 2007
|TIBKAT | 1991
|UB Braunschweig | 1991
|