EuroGeo 6 - 2016 Ljubljana Slovenia Comparison of deep foundation solutions for embankments with sensitivity analysis using finite element method D. Woods, I. Kádár, J. van den Berg, T. Szatmári Access
EuroGeo 6 - 2016 Ljubljana Slovenia Investigation of the geogrid-granular soil combination layer with laboratory multi-level shear box test Sz. Fischer Dr., T. Szatmári Access
GeoAmericas 4 - 2020 Rio de Janeiro On the use of high strength geosynthetic basal reinforcement layers for embankment construction on very soft soils A.A. Lavasan, O. Detert Access
GeoAmericas 4 - 2020 Rio de Janeiro Anchorage length of geosynthetic reinforcement in embankments supported on piles P. Pezzano. P.J. Naughton, P. Rimoldi Access
ICG 11 - 2018 Seoul Korea Use of geosynthetic basal reinforcement to limit lateral spreading of embankments subjected to earthquake loadings Chris Lawson Access
ICG 11 - 2018 Seoul Korea Comparison of FHWA and BS8006 design methods for geosynthetic reinforcement over piles Aigen Zhao, Marco Isola, Moreno Scotto Access
ICG 11 - 2018 Seoul Korea Two measurement programs of a “classic” and of a “novel” geosynthetic structure Dimiter Alexiew, Karl-Heinz Blume Access