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- W263204889 abstract "At present, the prediction and assessment methods for tunneling-induced building damage in urban area generally rely on 2-dimensional ground movements except 3D-FEM analysis. This paper presents a building damage assessment method considering 3-dimensional ground movements by combining the existing surface settlement curves for transverse and longitudinal direction which are based upon the normal probability distribution curve and cumulative probability form suggested by Peck(1969), Attewell et al.(1982), and others. For the estimation of influence factors for building damage, deflection ratio and horizontal strain estimation charts are developed considering the effect of relative location between tunnel face and building. Finally, building damage risk prediction charts are suggested for the preliminary prediction of tunneling-induced building damage risk. These charts are able to be used as a simple and economic tool at the design and construction stage." @default.
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- W263204889 date "2002-01-01" @default.
- W263204889 modified "2023-09-24" @default.
- W263204889 title "Damage Risk Assessment for Adjacent Buildings Due to Tunneling-Induced Settlement" @default.
- W263204889 hasPublicationYear "2002" @default.
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