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.
原文 | ???core.languages.en_GB??? |
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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 2019 → 18 10月 2019 |
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???event.eventtypes.event.conference??? | 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019 |
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國家/地區 | Taiwan |
城市 | Taipei |
期間 | 14/10/19 → 18/10/19 |