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Shape estimation of an underground pile based on the finite difference equation of an elastic rod

Y. Kaneko, M. Abe, T. Sone, K. Kideo

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Abstract

A method to estimate the shape of the foundation piles is described. The head of the pile is hit with a small hammer and the reflected wave is recorded with a vibration pick-up attached to the same head. The method automatically estimates the shape of the pile from the recorded wave. By computer simulations and experiments using model piles, it is confirmed that the proposed method correctly estimates the shape of the underground piles.>

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What this paper is about

A method to estimate the shape of the foundation piles is described. The head of the pile is hit with a small hammer and the reflected wave is recorded with a vibration pick-up attached to the same head. The method automatically estimates the shape of the pile from the recorded wave. By computer simulations and experiments using model piles, it is confirmed that the proposed method correctly estimates the shape of the underground piles.>

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Available abstract

A method to estimate the shape of the foundation piles is described. The head of the pile is hit with a small hammer and the reflected wave is recorded with a vibration pick-up attached to the same head. The method automatically estimates the shape of the pile from the recorded wave. By computer simulations and experiments using model piles, it is confirmed that the proposed method correctly estimates the shape of the underground piles.>

Key concepts: Hammer, Pile, Head (geology), Foundation (evidence), Vibration, Finite difference method, Computer science, Structural engineering

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