Pile Length Estimation Based on Guided Waves and Periodic Analysis
Author:
Affiliation:
1. Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada.
2. FPrimeC Solutions, Inc., Richmond Hill, ON, Canada.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485323.009
Reference11 articles.
1. Pile length estimation based on guided wave theory and dispersion analysis for reuse of foundations
2. On transforms and the dispersion computations used for evaluating layer properties;Douglas R. A.;ASTM special technical publications,1989
3. Scour Effects on the Lateral Behavior of a Large-Diameter Monopile in Soft Clay: Role of Stress History
4. Jozi, B. J., Dackermann, U., Braun, R. B., Li, J., and Samali, B. S. (2014). “Application and improvement of conventional stress-wave-based non-destructive testing methods for the condition assessment of in-service timber utility poles”. In Australasian Conference on the Mechanics of Structures and Materials. Southern Cross University, 1:1197–1202.
5. Impact-Echo Response of Concrete Shafts
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