Validating a new design method for piled embankments with PLAXIS 2D and 3D


ApplicationPLAXIS 2D
PLAXIS 3D
VersionPLAXIS 2D
PLAXIS 3D
Original AuthorT.C. van der Peet, P. G. van Duijnen, S.J.M. van Eekelen
Date created01 October 2014
Date modified24 October 2016

Infrastructural projects such as roads and railway tracks are usually built on an embankment of sand or granular material. When building on soft soils, the prevention of differential settlements and resulting damage is traditionally done by  including a long settlement period in the construction process. One method to decrease construction time is to use a pile foundation beneath the embankment. If a Geosynthetic Reinforcement (GR) is used in the base of the embankment, the construction is called a basal reinforced piled embankment.

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