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Derivation of new theoretical formula taking into account " spring-back" of pile and impact coefficients.
Derivation of new theoretical formula taking into account " spring-back" of pile and impact coefficients.
Bearing capacity of driven piles
Zur Frage der Tragfaehigkeit von Rammpfaehlen
Rausch, E. (author)
Bauingenieur ; 11
1930
3 pages
4 Figs.
Article (Journal)
German
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