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Testing of drilled piles of 357 ft long railroad viaduct near Bordeaux; required safety load was one and half times working load (70 tons); observed subsidence was 5 mm under 105 tons; two special piles were subjected to same load tests and also to extraction tests; stresses were transferred to special penetrometer setup for this purpose; formulas for friction calculations; comparison with driven piles.
Testing of drilled piles of 357 ft long railroad viaduct near Bordeaux; required safety load was one and half times working load (70 tons); observed subsidence was 5 mm under 105 tons; two special piles were subjected to same load tests and also to extraction tests; stresses were transferred to special penetrometer setup for this purpose; formulas for friction calculations; comparison with driven piles.
Static testing of piles
Essais statiques de pieux
Carpentier, L. (Autor:in)
Construction ; 15
1960
11 pages
Aufsatz (Zeitschrift)
Französisch
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