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Grout curtain in gravel at hunderfossen power plant
Successful solution of serious seepage problem at Hunderfossen dam in Southern Norway; special feature is long path of seepage (more than 1000 m); soil concerned is sandy gravel with average coefficient of permeability of 10-2 cm/sec measured in situ and 10-3 cm/sec measured in laboratory; three different solutions to problem were examined and it was finally decided to employ grout curtain consisting of two rows of holes and using mainly bentonite cement grout.
Grout curtain in gravel at hunderfossen power plant
Successful solution of serious seepage problem at Hunderfossen dam in Southern Norway; special feature is long path of seepage (more than 1000 m); soil concerned is sandy gravel with average coefficient of permeability of 10-2 cm/sec measured in situ and 10-3 cm/sec measured in laboratory; three different solutions to problem were examined and it was finally decided to employ grout curtain consisting of two rows of holes and using mainly bentonite cement grout.
Grout curtain in gravel at hunderfossen power plant
Int Congress on Large Dams
Wabakken, A. (Autor:in)
9th International Congress on Large Dams ; 1967 ; Turkey , Istanbul
1967
8 pages
Aufsatz (Konferenz)
Englisch
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