@inproceedings{5557a19d8726491dbf7ff8555611e0be,

title = "Effect of length-to-diameter ratio on the usable frequency range of impulse response testing in pile foundations",

abstract = "The guided wave theory has been introduced to determine the usable frequency range for reliably using the well-known one-dimensional wave theory to interpret impulse response testing results in pile foundations. Length-to-diameter ratio is usually considered a key factor that affects the analysis results. In this research, 37 testing cases with length-to-diameter ratios widely varying from 4 to 36 were collected to determine the effect. Regardless of the diameter size or pile type, the testing cases with a length-to-diameter ratio (slenderness) below 15 had a consistent scattering along or near the theoretical usable frequency-diameter curves due to a better propagation ability. For the slender cases, the experimental points scatter far below the theoretical usable frequency-diameter curves due to more energy leakage during propagation.",

keywords = "Guided wave theory, Impulse response, Integrity testing, Length-to-diameter ratio, One-dimensional wave theory, Pile, Usable frequency, Wavelength-to-diameter ratio",

author = "Helsin Wang and Wang, {Chung Yue}",

note = "Publisher Copyright: Copyright {\textcopyright} 2019 by ASTM International.; 10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations ; Conference date: 27-06-2018 Through 29-06-2018",

year = "2018",

doi = "10.1520/STP161120170149",

language = "???core.languages.en_GB???",

series = "ASTM Special Technical Publication",

publisher = "ASTM International",

pages = "273--285",

editor = "Paul Bullock and Gerald Verbeek and Samuel Paikowsky and David Tara",

booktitle = "Stress Wave Theory and Testing Methods for Deep Foundations",

}