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- W2347804532 abstract "Analytical expressions for the estimation of the steady state groundwater ingress into a drained tunnel of circular cross section and thickness of grouting circle were derived on the basis of theory of coupled seepage and stress constitutive equation and hydraulic coupling in plane strain ax-symmetric conditions presented.The reliability and validity of the present theory were proved.The results obtained by the present theory are very close to those obtained by the existed theory.Seepage flow rate decreases with the decrease of permeability and the increase of thickness of grouting circle.But the lower permeability coefficient of grouting circle does not lead to the greater the thickness of the control of water inflow to the tunnel effect,and there is a relatively economical parameters for grouting circle." @default.
- W2347804532 created "2016-06-24" @default.
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- W2347804532 date "2013-01-01" @default.
- W2347804532 modified "2023-09-26" @default.
- W2347804532 title "Design method of grouting parameters for broken rock tunnel" @default.
- W2347804532 hasPublicationYear "2013" @default.
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