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- W2898148430 abstract "Consolidation analyses of embankments are often conducted on the assumption of the plane strain condition. This poses a problem if the effects of vertical drains (used for accelerating consolidation) are to be modelled. The conditions for the consolidation around vertical drains are close to axial symmetry. “Matching” procedure (Hird et al. 1992) is often used for estimating the plane strain equivalent hydraulic conductivity and/or the drain spacing for modelling simplicity. “Matching” is achieved by comparing the average degree of consolidation between axisymmetric and plane strain unitcells (a single drain surrounded by area of influence). As the process is based on average degree of consolidation, the excess pore water pressure at corresponding points (plane strain and axisymmetric) in an unitcell can be different. The discrepancy can be maximum at the boundary of the unitcell even though the settlement may match with good accuracy. In this paper, a relationship is developed to correct the calculated excess pwp in a plane strain analysis. A correction factor is proposed and the variation of the correction factor with different variables (hydraulic conductivity, level of imposed stress, mechanical properties of the soil) are discussed. A series of finite element consolidation analyses using elastic, elastoplastic and elastic viscoplastic constitutive models have been used for this purpose." @default.
- W2898148430 created "2018-11-02" @default.
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- W2898148430 date "2018-10-28" @default.
- W2898148430 modified "2023-10-16" @default.
- W2898148430 title "Effect of “Matching” on the Prediction of Excess Pore Water Pressure in Plane Strain Analyses" @default.
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- W2898148430 doi "https://doi.org/10.1007/978-3-030-01923-5_12" @default.
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