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《Analyses of Dynamic Responses of Subway Tunnels with Different Sections under Vibration Loading》
LIU Jin;CHEN Chang-zheng;ZHAO Hui
2009, 29 (
5
): 38-42. DOI:
10.3969/j.issn.1006-1355.2009.05.01
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2426
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Strength and deformation of soil around the subway tunnel is greatly affected by the vibration induced by the subway
trains. In this paper, taking Beijing subway line 5 as an example, the dynamic responses of subway tunnels with rectangular and
circular sections under train’s vibration loading are computed by means of the finite element code. The deformation of soil around
the subway tunnels and the displacements of the ground surface are also given. The computation results for the two sections are
analyzed and compared mutually. These results may provide some reference data for subway tunnel design。
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