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A platform for research: civil engineering, architecture and urbanism
Determining pile rebound and carrying capacity
Abstract A study is made on the propagation of longitudinal waves arising from the impact of a falling load on a partly driven elastic rod pile, which interacts with the surroundings in accordance with the law of dry friction. Formulas are given for pile rebound. A simple method is produced for determining the carrying capacity from dynamic tests.
Determining pile rebound and carrying capacity
Abstract A study is made on the propagation of longitudinal waves arising from the impact of a falling load on a partly driven elastic rod pile, which interacts with the surroundings in accordance with the law of dry friction. Formulas are given for pile rebound. A simple method is produced for determining the carrying capacity from dynamic tests.
Determining pile rebound and carrying capacity
Kolymbas, D. (author) / Nikitin, L. V. (author)
1999
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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