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- W2393610699 abstract "The longitudinal deformations of the pipe-roofs in the entrance of Tujiangchong tunnel are monitored by installation of a series of strain gauges to investigate the mechanical behaviors of the pipe-roofs during the tunnel excavation;and the working mechanism of pipe-roofs in shallow tunnels is discussed.The rigid joint Winkler elastic foundation beam model is revised;and a new double-parameter elastic foundation beam model for pipe-roof in shallow tunnels is put forward.The corresponding deformation equations,stress and strain formula are deduced;and the solutions of this model are given.The proposed elastic joint double-parameter elastic foundation beam model has been used successfully in the evaluation of mechanical behaviors of the pipe-roofs in Tujiangchong tunnel.It shows that the calculation results agree well with the measured values;and the elastic joint double-parameter elastic foundation beam model is reasonable in the analysis of the mechanical behaviors of pipe-roofs in shallow tunnels." @default.
- W2393610699 created "2016-06-24" @default.
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- W2393610699 date "2007-01-01" @default.
- W2393610699 modified "2023-09-24" @default.
- W2393610699 title "DEFORMATION MONITORING AND MECHANICAL BEHAVIORS OF PIPE-ROOF IN SHALLOW TUNNELS" @default.
- W2393610699 hasPublicationYear "2007" @default.
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