Seismic response of a submarine tunnel under the action of a sea wave

被引:18
作者
Cheng, Xuansheng [1 ]
Li, Guoliang [1 ]
Chen, Jia [1 ]
Zhang, Kai [1 ]
Du, Xiuli [2 ]
机构
[1] Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Gansu, Peoples R China
[2] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn Educ, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
Sea wave; Subsea tunnel; Earthquake; Fluid-solid interaction; Dynamic response;
D O I
10.1016/j.marstruc.2018.03.004
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
In this paper, taking the Jiaozhou Bay Subsea Tunnel with a curved wall in Qingdao as the research background, while assuming that the liquid cannot be compressed and considering the effect of surface gravity waves, a harmonic wave is used to simulate a sea wave. Considering coupling effect of stress and seepage fields, dynamic responses of subsea tunnels under the action of ocean waves and earthquakes are discussed. The results show that with an increase in water depth, the maximum equivalent stress, the first principal stress, the third principal stress and the displacement of the tunnel structure all increase. When the water depth reaches a certain value, the influence of sea waves on the calculation results is so small that it can be ignored, and the influence of the sea wave on the displacement is smaller than that on the stress. After considering sea waves, the increases of velocity and acceleration with different sea water depths are far less than 5% under the action of an earthquake. The influence of sea waves on dynamic responses of subsea tunnels may not be considered when the sea water depth is more than 40 m.
引用
收藏
页码:122 / 135
页数:14
相关论文
共 26 条
[1]  
[Anonymous], J RAILW SCI ENG
[2]  
[Anonymous], STUDY RESCUE MARINE
[3]  
[Anonymous], J HYDRAUL ENG
[4]  
[Anonymous], 2013, J GEOTECH ENG
[5]  
[Anonymous], NUMERICAL SIMULATION
[6]  
[Anonymous], J HIGHW TRANSP RES D
[7]  
[Anonymous], CHINA HARB ENG
[8]  
[Anonymous], 2013, Mod. Tunn. Technol.
[9]  
[Anonymous], 2007, Chinese Journal of Rock Mechanics and Engineering
[10]  
[Anonymous], ELECT J GEOTECH ENG