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Van Duijnen, P.G. (author), Schweckendiek, T. (author), Calle, E.O.F. (author), Van Eekelen, S.J.M. (author)
In the Netherlands, the design guideline for basal reinforced piled embankments has been revised (CUR226:2015) adopting a new analytical design model (The Concentric Arches (CA) model, Van Eekelen et al., 2013; 2015). The CA model provides geosynthetic reinforcement (GR) strains which were compared with laboratory and in situ measurements (Van...
conference paper 2015
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Van Duijnen, P.G. (author), Schweckendiek, T. (author), Calle, E.O.F. (author), Van Eekelen, S.J.M. (author)
In the Netherlands, the design guideline for basal reinforced piled embankments has been revised (CUR226:2015) adopting a new analytical design model (The Concentric Arches (CA) model, Van Eekelen et al., 2013; 2015). The CA model provides geosynthetic reinforcement (GR) strains which were compared with laboratory and in situ measurements (Van...
conference paper 2015