4.7 Article

Experimental investigation for the dynamic behavior of submerged floating tunnel subjected to the combined action of earthquake, wave and current

Journal

OCEAN ENGINEERING
Volume 239, Issue -, Pages -

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2021.109911

Keywords

Submerged floating tunnel; Dynamic behavior; Underwater shaking device; Experimental investigation; Combined action of earthquake; Wave and current

Funding

  1. National Natural Science Foundation of China [51808136, 12002093]
  2. Guangxi Natural Science Foundation [2018JJB160058, 2018GXNSFBA281199]
  3. Guangxi Science and Technology Base and Talent Special Funds [2019AC20264]

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This study experimentally investigates the dynamic behavior of a submerged floating tunnel (SFT) subjected to combined action of earthquake, wave and current. Through a physical scaled model experiment, the influence of key load parameters such as peak ground acceleration, wave height, and the combination of earthquake, wave and current on the dynamic behavior of the SFT are explored. This research has theoretical and engineering importance for the prevention and control hazard of design for the SFT.
Submerged floating tunnel (SFT) is an innovative traffic structure for transportation in long and deep-water areas. The SFT that built in earthquake-prone areas has the risk to be subjected to earthquake and wave-current action simultaneously during its whole lifetime. Therefore, to ensure the safety and stability of SFT during its service, the dynamic behavior of a SFT subjected to combined action of earthquake, wave and current are experimentally investigated in this study. Based on the wave-current flume and a specially designed un-derwater shaking device, a physical scaled model experiment of SFT for studying the dynamic behavior of SFT subjected to the combined action of earthquake, wave and current is presented. The earthquake wave outputs from the underwater shaking device are verified to be reliable. The experimental results are also observed to conform against the numerical results well validating the test. The influence of key load parameters such as the peak ground acceleration and type of single earthquake, the wave height, and the combination of earthquake, wave and current on the dynamic behavior of the SFT are deeply and thoroughly explored. This experiment research has theoretical and engineering importance for the prevention and control hazard of design for the SFT.

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