Discussion of "New Wave Equation Technique for High Strain Impact Testing of Driven Piles" By Robert Y. Liang*
Rausche, F
GRL Engineers, Cleveland, OH

Goble, G
Boulder CO

Likins, G
Pile Dynamics, Inc., Cleveland, OH

(Received 30 November 2004; accepted 24 May 2005)

Abstract


Keywords:
bearing capacity, deep foundations, driven piles, dynamic testing, piles, wave equation, wave propagation

Paper ID: GTJ14146
DOI: 10.1520/GTJ14146

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Author Rausche, F Affiliation GRL Engineers, Cleveland, OH Author Goble, G Affiliation Boulder CO Author Likins, G Affiliation Pile Dynamics, Inc., Cleveland, OH Author Rausche F, Goble G, Likins G Title Discussion of "New Wave Equation Technique for High Strain Impact Testing of Driven Piles" By Robert Y. Liang* Symposium , Committee on