Advances in pile integrity testing
Author:
Affiliation:
1. Federal Institute for Materials Research and Testing (BAM) Unter den Eichen 87 Berlin 12205 Germany
Publisher
Wiley
Subject
Geophysics
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/nsg.146002
Reference19 articles.
1. Selected Papers of Hirotugu Akaike 1998 Springer H. Akaike Information theory and an extension of the maximum likelihood principle 199 213
2. Experimental modal analysis of civil engineering structures;Cunha A.;Sound and Vibration,2006
3. The nondestructive impulse response test in North America: 1985–2001;Davis A.G.;NDT & E International,2003
4. From theory to field experience with the non‐destructive vibration testing of piles;Davis A.G.;Proceedings of the Institution of Civil Engineers,1974
Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Propagation Characteristics of Flexural Wave in Piles and the Transient Response at the Pile-Top Under Lateral Excitation;2024
2. Classification of Low-Strain Foundation Pile Testing Signal Using Recurrent Neural Network;Buildings;2023-05-07
3. A Framework for Nondestructive Testing Used in Foundation Reuse Projects;10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations;2019-07-01
4. Condition Assessment of Foundation Piles and Utility Poles Based on Guided Wave Propagation Using a Network of Tactile Transducers and Support Vector Machines;Sensors;2017-12-18
5. Towards Intelligent Interpretation of Low Strain Pile Integrity Testing Results Using Machine Learning Techniques;Sensors;2017-10-25
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