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A platform for research: civil engineering, architecture and urbanism
Pile-driving method and vibration control method
Provided is a pile-driving method that makes use of sympathetic vibrations along the length of a pile to drive the pile into the ground. A load is applied to the head of a pile, said load being equivalent to between 0.26 and 3 times the mass of the pile, and the pile is vibrated by means of sympathetic vibrations corresponding to a resonance mode in which the top of the pile is an antinode.
Pile-driving method and vibration control method
Provided is a pile-driving method that makes use of sympathetic vibrations along the length of a pile to drive the pile into the ground. A load is applied to the head of a pile, said load being equivalent to between 0.26 and 3 times the mass of the pile, and the pile is vibrated by means of sympathetic vibrations corresponding to a resonance mode in which the top of the pile is an antinode.
Pile-driving method and vibration control method
MORIYASU SHUNSUKE (author) / TAENAKA SHINJI (author) / TSUJII MASATO (author)
2015-10-01
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
Gründungen
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