Multi-point shaking table test for long tunnels subjected to non-uniform seismic loadings - part II: Application to the HZM immersed tunnel

被引:144
|
作者
Yu, Haitao [1 ]
Yuan, Yong [2 ]
Xu, Guoping [3 ]
Su, Quanke [4 ]
Yan, Xiao [5 ]
Li, Chong [5 ]
机构
[1] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[3] HPDI CCCC Highway Consultants CO Ltd, Beijing 100088, Peoples R China
[4] Hong Kong Zhuhai Macao Bridge Author, Zhuhai 519015, Peoples R China
[5] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Immersed tunnel; Earthquake engineering; Shaking table test; Non-uniform seismic excitation; Seismic response;
D O I
10.1016/j.soildyn.2016.08.018
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A series of multi-point shaking table tests are conducted on a long immersed tunnel designed for the Hongkong-Zhuhai-Macau linkage (HMZ linkage) under non-uniform seismic excitations. Details of experimental setup are first presented with particular focuses on: shaking table array of the four independent shaking tables; dynamic similitude design between scale model of soil and tunnel structure and prototype model; design and fabrication of the scaled model tunnel and model soil; and procedure for simulation of non-uniform seismic waves. A series of testing cases of the shaking tables are carried out on the model tunnel using input motions with different seismic amplitudes. Dynamic responses measured from the experiment include acceleration of soil stratum and model tunnel, as well as extension and closure of immersion joints. Acceleration and deformation responses in the tunnel segments and their connecting joints are investigated and analyzed in the test cases under both uniform and non-uniform seismic loadings, and the capacity of critical structural components, such as extension of joints is evaluated. Results show that the non-uniform seismic excitation significantly aggravates the extension of immersion joints compared to the uniform excitation, and thus the non-uniform seismic effect should be considered in the design of immersed tunnels. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:187 / 195
页数:9
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