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- W2380493474 abstract "Large scale shaking table test on underground utility tunnel is conducted to investigate its seismic performance.During the test soil displacement,structural displacement and strain of steel are measured.Moreover,a special sensor is designed to measure the slippage between soil surface and structural surface.All these data are analyzed in terms of soil responses and structural responses.The results show that structural acceleration responses are mainly caused by the acceleration of surrounding soil,and its amplitude is less than that of soil.Maximum structural strain appears on corners of the structure and increases with the increase of input amplitude.The soil pressure of contact surface increases with the increase of excitation intensity.The pattern of soil pressure distribution on side walls is different from that on the top and bottom plate.Side wall soil pressure is more important than that on top and bottom plate for structural strain response." @default.
- W2380493474 created "2016-06-24" @default.
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- W2380493474 date "2008-01-01" @default.
- W2380493474 modified "2023-09-26" @default.
- W2380493474 title "Shaking table test on underground utility tunnel" @default.
- W2380493474 hasPublicationYear "2008" @default.
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