ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2023, Vol. 43 ›› Issue (10): 1741-1749.DOI: 10.3973/j.issn.2096-4498.2023.10.010

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Experimental Study on Acceleration at Sectional Key Points of Elliptic Tube Segment Model With Two Free Ends Under Wave Load

WANG Fang1, 2, LI Ke1, DING Hao1, LI Penghui2, HE Tian1, 2, HUANG Bo1, 2, 3, CHENG Liang1, *   

  1. (1. China Merchants Chongqing Communications Technology Research and Design Institute Co., Ltd., Chongqing 400067, China; 2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 3. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China)
  • Online:2023-10-20 Published:2023-11-08

Abstract: To investigate the acceleration characteristics of the submerged floating tunnels(SFTs) under the action of wave load, a model test of the free elliptical section at both ends with a scale of 1:60 is conducted. First, the acceleration response of key points of the elliptical section under wave load is analyzed using the model test. Next, the influence of wave period and height on the timehistory variation, frequency domain, and extreme values of longitudinal, transverse, and vertical acceleration of SFT are discussed. The results are summarized as follows: (1) The timehistory of the longitudinal, transverse, and vertical acceleration of the tube increases with increasing wave height, and the maximum value of longitudinal acceleration fluctuates greatly. (2) The timehistory of transverse acceleration changes from high frequency to low frequency, and the acceleration peaks show an obvious nonlinear growth trend. (3) The vertical acceleration exhibits a multiple and periodic variation. The timehistory of acceleration displays a highfrequency and multipeak in a small period, and its peak value increases initially, followed by a decrease with increasing wave period.

Key words: submerged floating tunnel, wave load, acceleration, model test