GeoAsia 1 - 1997 Bangalore India OVERSPANNING A VOID BY SPECIALLY PRODUCED GEOGRIDS Dimiter A. Alexiew Access
EuroGeo 6 - 2016 Ljubljana Slovenia High strength wovens, effective and economical geosynthetics for basal reinforcement Alain Nancey Access
EuroGeo 6 - 2016 Ljubljana Slovenia Deformation of Geogrid Reinforced River Bank using a Laser Scanner G. Horgan, I. Scotland, R. Reynolds Access
EuroGeo 6 - 2016 Ljubljana Slovenia Geosynthetic reinforced soil structure – problems faced and lessons learned. Case studies from Romania B. Tronac, J. Klompmaker, L. Batali Access
EuroGeo 6 - 2016 Ljubljana Slovenia Bearing ratio of a fine soil reinforced with geosynthetics: influence of the reinforcement type and the soil water content D.M. Carlos, M. Pinho-Lopes, M.L. Lopes Access
EuroGeo 6 - 2016 Ljubljana Slovenia Geosynthetic reinforcement for road pavements in cold climate A. Want, C. Recker, Inge Hoff Access
EuroGeo 6 - 2016 Ljubljana Slovenia Execution and evaluation of large-scale trafficking trials with geogrid-reinforced base courses A. Emersleben, L. Vollmert, M. Beuße, N. Meyer Access
EuroGeo 6 - 2016 Ljubljana Slovenia Geosynthetic Reinforced Retaining Walls and Bridge Abutments – Best Practice Dipl.-Ing. Lars Vollmert, Dipl.-Ing. Stephan Westhus, Dipl.-Ing. Waldemar Pauls Access
EuroGeo 6 - 2016 Ljubljana Slovenia A review on the use of marginal fills for geogrid-reinforced walls and slopes A. Ekici, N. Huvaj Access
GeoAsia 5 - 2012 Bangkok Thailand FEM 2D NUMERICAL SIMULATIONS REINFORCED EMBANKMENT ON SOFT GROUND BY LIMITED LIFE GEOSYNTHETICS (LLGS) D.T.Bergado, S. Artidteang, S. Chaiyaput Access
