ICG 8 - 2006 Yokohama Japan E.01.08 Properties of composite foundation of deep mixing cement piles and geotextile-reinforced cushion at Wenzhou Grain Depot.pdf K. & Zhu, Liu, X., Xie Access
ICG 8 - 2006 Yokohama Japan E.01.09 A new countermeasure for soft ground using surface stabilization and geosynthetics.pdf H. Yokomine, M. Okochi, Masuda, Y. Access
ICG 8 - 2006 Yokohama Japan E.01.10 Seismic stability analysis of base-reinforced embankments on soft soils.pdf A. & Maugeri, Biondi, Brighina, G., M. Access
ICG 8 - 2006 Yokohama Japan E.01.11 Deformations of geosynthetic-reinforced column-supported embankments.pdf Huang, J. Collin, J. Han, J.G. Access
ICG 8 - 2006 Yokohama Japan E.01.12 Sliding resistance mechanism and whole stability analysis for reinforced soft foundation of embankment with geofabric.pdf H., H. & Wang, Tang Access
ICG 8 - 2006 Yokohama Japan E.02.01 Mechanical properties of geotextile reinforcement 30 years after installation.pdf Harney, M.D. & Holtz, R.D. Access
ICG 8 - 2006 Yokohama Japan E.02.02 A road embankment with slopes reinforced with geosynthetics – A Portuguese case study.pdf A. Lopes, M., Mendon?a Access
ICG 8 - 2006 Yokohama Japan D.3.06 The use of geogrids in the construction of piled embankments on the new lines of the Italian high speed train.pdf Marchi G.F. Schiavo M. & Kempton G. Naughton P. Scotto M. Access
ICG 8 - 2006 Yokohama Japan D.3.07 The new federal highway (Autobahn) A26 in Germany with high geosynthetic reinforced embankments on soft soils.pdf Blume, D. Gl?tzl, F., K. Alexiew Access
ICG 8 - 2006 Yokohama Japan D.3.08 Behavior with time of reinforced embankments over soft soil.pdf Campos, G. R., M. Castro, S. Abramento Access