Calibration of partial factors for basal reinforced piled embankments

Evolution of soil arching; 2D DEM simulations

Calibration of partial factors for basal reinforced piled embankments

Validation of analytical models for the design of basal reinforced piled embankments

Dutch research on basal reinforced piled embankments

Corrigendum to 'Model experiments on piled embankments. Part II' (Geotextiles and Geomembranes volume 32 (2012) pp. 82¿94)

Paalmatrasproeven II eindige elementenberekeningen

Verslag TC211 symposium Brussel 29 mei - 2 juni onderdeel geokunststoffen

Model experiments on piled embankments. Part II

Model experiments on piled embankments. Part I

Influence of fill material and type of geosynthetic reinforcement in a piled embankment, model experiments

Inversed triangular load distribution in a piled embankment, 3D model experiments, field tests, numerical analysis and consequences

Basal reinforced piled embankments in the Netherlands, field studies and laboratory tests

Wat voelt een paalmatras van een vrachtwagen? Veldmetingen te Woerden

Eindige elementenberekeningen

NGO-workshop: Geokunststoffen in dijkversterking, `Een innovatie is pas een innovatie als het idee succesvol is toegepast

The influence of subsoil reaction in a basal reinforced piled embankment

Does a piled embankment 'feel' the passage of a heavy truck? Field measurements

Measuring deformations of a 10 m high geosynthetic reinforced earth retaining wall

Dutch research on basal reinforced piled embankments