Experimental Study on Vertical Shear Behaviors of an Immersion Joint with Steel Shear Keys

被引:5
|
作者
Yuan, Yong [1 ]
Luo, Jianhui [2 ]
Yu, Haitao [3 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
[3] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2019年 / 9卷 / 23期
基金
中国国家自然科学基金;
关键词
immersion joint; shear behaviors; stiffness; steel shear keys; TUNNEL SETTLEMENTS; DESIGN;
D O I
10.3390/app9235056
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The vertical shear behaviors of an immersion joint with steel shear keys subjected to multidirectional loads are investigated in this paper. An experiment of an immersion joint model is carried out. Two kinds of compression shear tests of the joint are considered in this experiment. The first kind of compression shear test applies a specific vertical shear load and five different levels of longitudinal compressive loads on the joint. An additional compression vertical shear destruction test is also conducted under the minimum longitudinal compressive load, wherein the vertical shear load is incrementally increased until failure of the joint. The other kind of compression shear test is a bidirectional shear test, in which both the longitudinal compressive load and the transverse shear load are fixed, and the vertical shear load is gradually increased until reaching a target value. The results show that the shear force displacement curves of the joint in any loading case can be divided into two stages: a non-linear development stage and a quasi-linear development stage. The vertical shear stiffness of the joint is found to increase with increasing longitudinal compressive load, and the existence of a transverse shear load enhances this effect. The ultimate shear capacity of the joint is smaller than the sum of the shear capacities of all vertical steel keys. In addition, the failure of the joint appears at the shear key on one sidewall of the joint.
引用
收藏
页数:19
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