ICG 8 - 2006 Yokohama Japan E.01.05 Soft ground improvement by vertical rigid piles and basal geosynthetic reinforcement – physical modelling.pdf D. & Kastner, Dias, Jenck, O., R. 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
EuroGeo 3 - 2004 Munich Germany B.7.3 Performance of aggregates in geogrid-reinforced soils used for protection against surface collapse into underground voids.pdf C. G., Jenner, Naciri, O., S., Schwerdt Access
EuroGeo 3 - 2004 Munich Germany B.4.3 A comparison of national design standards for the design of reinforced soil retaining walls.pdf Huybregts, Naciri, O., P., T., Thurlwell Access
EuroGeo 3 - 2004 Munich Germany B.3.1 Coastal protection with textile filter tube breakwater Amelie beach case.pdf Artieres, Dunand, Durand, F., F.Artieres, M., O. Access
EuroGeo 3 - 2004 Munich Germany C.2.5 Usage of polyvinyl alcohol (PVA) fibre as slurry wall reinforcement material for the two-phase-process.pdf Amann, O., P., Prei? Access
EuroGeo 3 - 2004 Munich Germany B.6.4 Various facings of geogrid reinforced soil retaining walls – constructions with more than 10 m.pdf Blume, H.A., Jas, Naciri, O., U. Access
EuroGeo 3 - 2004 Munich Germany B.6.5 Influence of the efficiency of different connection details on the calculation of a reinforced soil system.pdf C., C. G., J., Jenner, M?ller-Rochholz, Naciri, O., Recker Access
EuroGeo 3 - 2004 Munich Germany A.8.5 Loadbearing behaviour of geogrids ? large scale tests.pdf Beyer, E., H., Horstmann, Kuhl, O., Reuter, W., Wilmers Access
EuroGeo 3 - 2004 Munich Germany A.1.3 Combination of stiff biaxial geogrids with soil stabilisation using vertical columns (CSV).pdf Blaesig, Eberlein, J., Naciri, O., S. Access
