Research Article
Oct 1981
Drilled-Shaft Integrity by Wave Propagation Method
Authors: Thomas M. Hearne Jr., Kenneth H. Stokoe II, AM.ASCE, and Lyndon C. Reese, F.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 10
Abstract
Compression wave propagation methods provide an economical and rapid nondestructive means of assessing the structural integrity of drilled shafts shortly after construction. Several source-receiver configurations can be employed. The most successful configuration used involved a mechanical hammer with which a vertical impulse was applied at the top of the shaft and vertical velocity transducers which were cast in place in the shaft at preselected depths. Successful application of this configuration required identification of reflected compression wave arrivals with transducers allowing travel times of reflected waves to be used with propagation velocity to determine elevations of reflection points. Examples of the results for tests with sound shafts and for shafts with known defects of different sizes are presented.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 10 • October 1981
Pages: 1327 - 1344
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Oct 1981
Published online: Feb 11, 2021
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Authors
Affiliations
Thomas M. Hearne Jr.
Research Asst., Dept. of Civ. Engrg., Univ. of Texas, Austin, Tex. 78712
Kenneth H. Stokoe II, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Texas, Austin, Tex. 78712
Lyndon C. Reese, F.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Texas, Austin, Tex. 78712
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.