摘要
In this paper, a foundation inspection strategy was developed to determine the condition on a fully-submerged pile bent foundation supporting an overwater vehicular bridge in Taiwan. The electrical resistivity tomography inspection displayed the overall conditions of the salt-content canal. Using the reciprocal principle-based ultra-seismic inspection could finely determine the foundation depth. The time lapse analysis and traditional frequency analysis provided varying degrees of reliability on the pile length estimate, positively re-confirmed with the design charts. The entire investigation demonstrates the conclusiveness in determining the foundation depths when two testing methods are corroborated with appropriate analysis modes.
原文 | ???core.languages.en_GB??? |
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文章編號 | 012039 |
期刊 | IOP Conference Series: Materials Science and Engineering |
卷 | 615 |
發行號 | 1 |
DOIs | |
出版狀態 | 已出版 - 15 10月 2019 |
事件 | 7th International Conference on Euro Asia Civil Engineering Forum, EACEF 2019 - Stuttgart, Germany 持續時間: 30 9月 2019 → 2 10月 2019 |