Evaluation of pile lengths using impact-induced flexural vibrations - A frequency domain approach-Reference-Cited by-同舟云学术

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Evaluation of pile lengths using impact-induced flexural vibrations - A frequency domain approach

Published:2019-12 Issue: Volume:108 Page:102174
ISSN:0963-8695
Container-title:NDT & E International
language:en
Short-container-title:NDT & E International

Author:

Yu Chih-Peng

Publisher

Elsevier BV

Subject

Mechanical Engineering,Condensed Matter Physics,General Materials Science

Reference28 articles.

1. From theory to field experience with non-destructive vibration testing of piles;Davis;Proc Inst Civil Eng Part 2: Res Theory,1974

2. Impulse response evaluation of drill shafts;Finno;J Geotechn Environ Eng,1998

3. Determination of unknown subsurface bridge foundations. Interim report, NCHRP 21-5;Olson,1998

4. Non-destructive evaluation of deep foundation;Rausche,2004

5. Determining length of installed timber pilings by dispersive wave propagation methods;Douglas,1993

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1. Pile Length Estimation Based on Guided Waves and Periodic Analysis;Geo-Congress 2024;2024-02-22

2. A new approach for detecting the damage of underground bridge foundations using transfer resistance;Structure and Infrastructure Engineering;2024-02-21

3. Pile length estimation based on guided wave theory and dispersion analysis for reuse of foundations;International Journal of Solids and Structures;2023-11

4. A single-sensor system for length estimation of unknown piles using guided waves;Mechanical Systems and Signal Processing;2023-10

5. Guided wave and genetic algorithm-based inversion for characterization of pile foundations;Automation in Construction;2023-10

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