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.
|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 2019 → 18 10月 2019
|???event.eventtypes.event.conference???||16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019|
|期間||14/10/19 → 18/10/19|