Forensic diagnosis on flood-induced bridge failure. II: Framework of quantitative assessment

Tso Ren Wu, Helsin Wang, Yung Yen Ko, Jiunn Shyang Chiou, Shih Chun Hsieh, Cheng Hsing Chen, Cheng Lin, Chung Yue Wang, Mei Hui Chuang

研究成果: Article

7 引文 斯高帕斯(Scopus)

摘要

The failure of the Shuang-Yuan Bridge in Taiwan caused by floods associated with Typhoon Morakot in August 2009 prompted this forensic investigation into its causes. The investigation found multiple factors for the bridge failure: (1) flood flows, (2) river-bend-induced skewed flow, and (3) the effects induced by extended foundation caps and rafted woody debris. A qualitative assessment framework, which includes hydraulic computation, a fluid-solid-coupled model, and foundation stability analysis, is introduced to develop scenario simulations and forensic diagnosis to identify the main causes of the bridge failure. The watershed-wide and local hydraulic conditions are reconstructed using hydraulic computation. The flow field, dynamic water-pressure distributions, scour formation, flood resistance, and flood thrust are efficiently simulated using a fluid-solid-coupled model and foundation stability analysis around the bridge foundations under different hydraulic and environmental conditions. The forensic diagnosis results show that river flooding, extended foundations, skewed flow, and rafted wood aggravated the scour depths and undermined the flood-resistant capacity of the bridge at different severities. In particular, rafted wood contributed to individual fracturing of the bridge piles.

原文English
頁(從 - 到)85-95
頁數11
期刊Journal of Performance of Constructed Facilities
28
發行號1
DOIs
出版狀態Published - 2014 二月 1

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Safety, Risk, Reliability and Quality

指紋 深入研究「Forensic diagnosis on flood-induced bridge failure. II: Framework of quantitative assessment」主題。共同形成了獨特的指紋。

  • 引用此