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- W2004261143 abstract "The methods for modelling the effect of a prefabricated vertical drain (PVD) in plane strain finite-element analysis have been reviewed. The methods are classified into four groups of using: (1) solid element; (2) macro-element; (3) one-dimensional (1D) drainage element; and (4) equivalent vertical hydraulic conductivity (k ve ) to model the effect of the PVD, respectively. With the k ve method, a PVD improved subsoil can be analysed the same as for an unimproved one. For all the methods, the average degree of consolidation in a plane strain analysis is matched with that under an axisymmetric condition by modifying the hydraulic conductivity of subsoil, and/or the spacing or the discharge capacity of plane strain drains. Finally, the effectiveness of the k ve method has been demonstrated by modelling a large-scale model test of PVD consolidation. The numerical results indicate that the k ve method performs as well as that of explicitly modelling the PVD consolidation under axisymmetric condition." @default.
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- W2004261143 date "2013-05-01" @default.
- W2004261143 modified "2023-10-16" @default.
- W2004261143 title "Modelling prefabricated vertical drain improved ground in plane strain analysis" @default.
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- W2004261143 doi "https://doi.org/10.1680/grim.11.00007" @default.
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