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Frontiers of Structural and Civil Engineering >> 2019, Volume 13, Issue 5 doi: 10.1007/s11709-019-0546-2
The influence of hand hole on the ultimate strength and crack pattern of shield tunnel segment joints by scaled model test
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China
Abstract
Keywords
shield tunneling ; structural synthetic fiber concrete ; hand hole ; segment joint ; ultimate bearing capacity ; crack pattern
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