Flexural wave impulse response evaluation of pile bent foundations

Helsin Wang, C. H. Hu, T. V. Nguyn, H. C. Tsai, C. Y. Wang

研究成果: 會議貢獻類型會議論文同行評審

摘要

The transient-state flexural waves impulse response tests are alternatively introduced to the integrity evaluation of piles where the tops are inaccessible for conventional longitudinal wave testing. The conventional constant velocity-based one-dimensional wave theory is no longer suitable to interpret such testing results. In this research, linking the guided wave theory and resonance concept is a simple and efficient method to describe the dispersive wave velocity and precisely evaluate the on-site length of pile bents supporting a rail viaduct in central Taiwan.

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出版狀態已出版 - 2020
事件16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 - Taipei, Taiwan
持續時間: 14 10月 201918 10月 2019

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???event.eventtypes.event.conference???16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
國家/地區Taiwan
城市Taipei
期間14/10/1918/10/19

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