Application of non-destructive methods for bored concrete piles installed 34 years ago

Author:

Jokūbaitis Aidas,Skuodis Šarūnas,Šneideris Arnoldas,Zavalis Robertas

Publisher

Elsevier BV

Reference41 articles.

1. Theoretical analysis of three-dimensional effect in pile integrity test;Liu;Comput. Geotech.,2020

2. Numerical simulation and experimental study of parallel Seismic test for piles;Liao;Int J. Solids Struct.,2006

3. A study on the application of the parallel seismic method in pile testing;Lu;Soil Dyn. Earthq. Eng.,2013

4. Continuous wavelet transform technique for low-strain integrity testing of deep drilled shafts;Ni;J. Geoengin.,2012

5. H. Wang, T.-P. Chang, Non-Destructive Evaluations of In-Service Concrete Piles by Flexural Wave Approach, in: The 8th International Conference on the Application of Stress-Wave Theory to Piles, IOS Press, Lisbon, Portugal, 2008: pp. 477–484.

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