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Tests with piles carried out at Aggersund, Denmark, and Langenaes Tunnel, Jutland; determination of loading capacity and deformations; piles tested were of wood, reinforced concrete and steel; Eytelwein formula gives fair results if weight of hammer equals one half that of pile and penetrations exceed 1 cm; formula by Brix and Engineering News formula do not give as good results. (French abstract p 93-9).
Tests with piles carried out at Aggersund, Denmark, and Langenaes Tunnel, Jutland; determination of loading capacity and deformations; piles tested were of wood, reinforced concrete and steel; Eytelwein formula gives fair results if weight of hammer equals one half that of pile and penetrations exceed 1 cm; formula by Brix and Engineering News formula do not give as good results. (French abstract p 93-9).
Forsog med Paele
Forsog med Paele
Ostenfeld, C. (author)
1942
399 pages
Article (Journal)
Danish
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