Abstract |
On August 2006, during ski-jumping hill construction in Wisła, on its landing a landslide occurred. It stopped the works for period of about 1 year (because of formal reasons). In the paper are described the tests of the rocks and the analysis of flysch deposits stability as well as are described the protecting works and reinforcing of the slope and the hill structure. The used measures are: soil nails, deep bored horizontal drains and filling a loss of soil in place of landslide
with a foamed polystyrene.
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