GeoAsia 1 - 1997 Bangalore India CAPPING OF STEEP SLOPES, 35M LONG, AT THE CERRO MAGGIORE LANDFILL (llALY) Piergiorgio Recalcati, Pietro Rimoldi Access
EuroGeo 6 - 2016 Ljubljana Slovenia Preliminary results of soil – geosynthetic strip interaction in pullout K. Gradiški, K. Minazek, M. Mulabdic, P. Kvasnicka Access
EuroGeo 6 - 2016 Ljubljana Slovenia Design and set up of geosynthetic reinforcement in the case of landfill piggyback expansion A. Abdelouhab, D. Lesueur, F. Cartaud, L. Briancon Access
EuroGeo 6 - 2016 Ljubljana Slovenia Preliminary results of soil – geosynthetic strip interaction in pullout K. Gradiški, K. Minazek, M. Mulabdic, P. Kvasnicka Access
EuroGeo 6 - 2016 Ljubljana Slovenia The use of geosynthetics in steep side wall capping: A case study G.A. Dode, P.A. Legg Access
EuroGeo 6 - 2016 Ljubljana Slovenia Physical modelling of geosynthetic-reinforced soils spanning voids G.S.P. Madabhushi, M.Z.E.B. Elshafie, T.S. da Silva Access
GeoAsia 5 - 2012 Bangkok Thailand STABILITY OF BASAL REINFORCED (INEXTENSIBLE) EMBANKMENTS ON SOFT GROUND: EFFECT OF OBLIQUE PULL IN REINFORCEMENT K.Ramu, M.R. Madhav, V.K.Chakravarthi Access
GeoAsia 5 - 2012 Bangkok Thailand BEHAVIOURS OF POLYMER-MODIFIED ASPHALT REINFORCED WITH GEOSYNTHETICS-A PHYSICAL MODEL STUDY P. Jongpradist, S. Youwai, T. Chantachot, W. Kongkitkul 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
