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
ICG 8 - 2006 Yokohama Japan D.3.09 Motorway embankment on soft soil – monitoring and analysis.pdf Arab, B., R. Faure, S.Y. Michaud, Y.H. Ung Access
ICG 8 - 2006 Yokohama Japan D.3.10 A case history used EPS to construct the expressway embankment on soft subsoil.pdf D. TieRu, LiXin, ShaoHua, W., X., Y. & Bing Access
ICG 8 - 2006 Yokohama Japan D.3.11 Field behavior of an instrumented geotextile reinforced piled embankment for an expressway in Singapore.pdf C.C. Kevin, Chew, G., G.P. Ng, H.L., Phoon, S.H. & Karunaratne Access
ICG 8 - 2006 Yokohama Japan D.2.1 Application of polystyrene layer to railway subgrade as a countermeasure for frost heaving.pdf Aoki, H. Yamazaki, K. & Matsumaru, Kojima, O., T., T. Maruyama Access
ICG 8 - 2006 Yokohama Japan D.2.2 Geosynthetics applications for heavy load railway mitigation.pdf C. Lin, Kuo, S.S. Lee, W.F. Huang, Y.M. Access
