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- W2355565539 abstract "Dongziya Tunnel DK683+938~DK684+076 segment is with Dukang groove fault fracture zone,in which the DK683+938~DK684+004 segment is shallow-buried.Shallow-buried depth of tunnel,fractured,rock of tunnel are apt to cause vault subsidence,horizontal convergence,collapse in excavation progress.In effect,rock convergence and vault subsidence appeare easily in tunnel construction with the support of pre-reserved core-soil three-step method and advance support of single layer small pipe.On the basis of analysis of this problem,method of double side heading drift and advance support of double layer small pipe are proposed,together with measurement of the lock foot anchor pipe,expanding arch foot,timely closure of inverted arch.It is proved that the shallow-buried section of the fault fracture zone is successfully broken through by this technology,against pre-reserved core-soil three-step method.Surrounding displacement of tunnel can be controlled effectively and the engineering quality and construction safety are ensured." @default.
- W2355565539 created "2016-06-24" @default.
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- W2355565539 date "2010-01-01" @default.
- W2355565539 modified "2023-09-24" @default.
- W2355565539 title "Construction technique for controlling subsidence in shallow-buried tunnel through fault fracture zone" @default.
- W2355565539 hasPublicationYear "2010" @default.
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