Compression-shear behavior of a scaled immersion joint with steel shear keys

被引:18
作者
Xiao, Wenhao [1 ]
Yu, Haitao [2 ]
Yuan, Yong [3 ]
Taerwe, Luc [1 ,4 ]
Xu, Guoping [5 ]
机构
[1] Univ Ghent, Dept Struct Engn, Ghent, Belgium
[2] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
[3] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[4] Tongji Univ, High End Foreign Expert, Shanghai, Peoples R China
[5] CCCC Highway Consultants Co Ltd, Beijing 100088, Peoples R China
关键词
Immersed tunnel; Immersion joint; Steel shear-key; Shear stiffness; Shear capacity; Shear failure;
D O I
10.1016/j.tust.2017.07.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The shear behavior of an immersion joint subjected to compressive-shear loads is investigated in this paper. To explore the performance of the immersion joint a scaled specimen, according to a specific protocol of a real project, is designed. A quasi-static shear force is applied horizontally while a constant compression force is maintained on the joint. A hysteresis effect is observed during the test and the area of the hysteretic loop increases with the shear force. An envelope curve of the shear force-displacement of the joint is obtained and divided into four stages based on the observed shear behavior of the joint. The shear stiffness of the immersion joint is calculated, showing a non-linear change with the shear displacement. The shear capacity of the model immersion joint and that of a single steel shear key are evaluated. It is found that the capacity of the joint is smaller than the sum of the capacities of all shear keys. This shows that the shear keys are not activated at the same time. The failure mode of the joint consists of a brittle shear failure in the single shear keys and a step-bystep failure way of the complete joint.
引用
收藏
页码:76 / 88
页数:13
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