1-D wave propagation techniques in foundation engineering

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

The guided wave approach to wave propagation in cylindrical concrete piles and drilled shafts to show the limits of conventional interpretations of surface reflection methods. The solutions to the dispersion equation for both longitudinal and flexural wave propagation and their implications are presented. Theoretical results concerning propagation velocity, attenuation, and displacements are presented. The results show that relatively constant propagation velocities of longitudinal waves in sonic echo and impulse response tests are limited to relatively low frequencies as a function of the diameter of a pile or shaft. On the other hand, flexural waves are dispersive at low frequencies and only become constant at relatively high frequencies. Implications of these results are illustrated for deep foundations and bender element tests. Comparisons are made between the geometric attenuation of longitudinal and flexural stress waves in concrete piles and shafts. Additional limitations of surface reflection tests arise from the stiffness of the soil adjacent to the pile, soil stratigraphy, variability in propagation velocity, and the presence of any intervening structure between the impact and the deep foundation element.

Original languageEnglish (US)
Title of host publicationArt of Foundation Engineering Practice - Proceedings of the Art of Foundation Engineering Practice Congress 2010
Pages260-277
Number of pages18
Edition198 GSP
DOIs
StatePublished - Oct 25 2010
EventArt of Foundation Engineering Practice Congress 2010 - West Palm Beach, FL, United States
Duration: Feb 20 2010Feb 24 2010

Publication series

NameGeotechnical Special Publication
Number198 GSP
ISSN (Print)0895-0563

Other

OtherArt of Foundation Engineering Practice Congress 2010
CountryUnited States
CityWest Palm Beach, FL
Period2/20/102/24/10

Fingerprint

Wave propagation
wave propagation
pile
Elastic waves
shaft
Concrete construction
engineering
Piles
Soils
Stratigraphy
Guided electromagnetic wave propagation
Impulse response
Stiffness
stiffness
stratigraphy
soil
test

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Finno, R. J. (2010). 1-D wave propagation techniques in foundation engineering. In Art of Foundation Engineering Practice - Proceedings of the Art of Foundation Engineering Practice Congress 2010 (198 GSP ed., pp. 260-277). (Geotechnical Special Publication; No. 198 GSP). https://doi.org/10.1061/41093(372)9
Finno, Richard J. / 1-D wave propagation techniques in foundation engineering. Art of Foundation Engineering Practice - Proceedings of the Art of Foundation Engineering Practice Congress 2010. 198 GSP. ed. 2010. pp. 260-277 (Geotechnical Special Publication; 198 GSP).
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Finno, RJ 2010, 1-D wave propagation techniques in foundation engineering. in Art of Foundation Engineering Practice - Proceedings of the Art of Foundation Engineering Practice Congress 2010. 198 GSP edn, Geotechnical Special Publication, no. 198 GSP, pp. 260-277, Art of Foundation Engineering Practice Congress 2010, West Palm Beach, FL, United States, 2/20/10. https://doi.org/10.1061/41093(372)9

1-D wave propagation techniques in foundation engineering. / Finno, Richard J.

Art of Foundation Engineering Practice - Proceedings of the Art of Foundation Engineering Practice Congress 2010. 198 GSP. ed. 2010. p. 260-277 (Geotechnical Special Publication; No. 198 GSP).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Finno RJ. 1-D wave propagation techniques in foundation engineering. In Art of Foundation Engineering Practice - Proceedings of the Art of Foundation Engineering Practice Congress 2010. 198 GSP ed. 2010. p. 260-277. (Geotechnical Special Publication; 198 GSP). https://doi.org/10.1061/41093(372)9