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MODERN TUNNELLING TECHNOLOGY 2018, Vol. 55 Issue (6) :163-169    DOI:
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Model Test on Mechanism of Shear Resistance Borne by Concrete Shear Key and Friction of Element Joint of the Immersed Tunnel
(1 Key Laboratory of Large-span Bridge Construction Technology, Ministry of Communications, Wuhan 430040 ; 2 CCCC Second Harbor Engineering Co., Ltd., Wuhan 430014)
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Abstract By scale model tests, it proves the mechanism mode of shear resistance borne by friction of contact area and concrete shear key in different contact stress states and cushion thicknesses of shear key. The results show that friction plays a significant role on shear resistance of element joint.
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KeywordsImmersed tunnel   Joint   Shear key   Model test     
Abstract: By scale model tests, it proves the mechanism mode of shear resistance borne by friction of contact area and concrete shear key in different contact stress states and cushion thicknesses of shear key. The results show that friction plays a significant role on shear resistance of element joint.
KeywordsImmersed tunnel,   Joint,   Shear key,   Model test     
Cite this article:   
.Model Test on Mechanism of Shear Resistance Borne by Concrete Shear Key and Friction of Element Joint of the Immersed Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2018,V55(6): 163-169
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