EuroGeo 3 - 2004 Munich Germany C.2.3 A comparison of mesh elements and short fibres for the micro-reinforcement of granular soils.pdf A., Doctor, Kanyoza, McGown, R. Access
EuroGeo 3 - 2004 Munich Germany C.2.4 Large Scale Ramp Tests for the Study of Soil-Geosynthetic interaction in slopes of waste disposal areas.pdf E. M., H. N.L., L. G. R., Lima jr., Mello, N.R., Palmeira, Viana 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.8.1 Influence of geotextiles at the interface of landfill bottom composite liners.pdf Cartaud, F., N., Touze-Folz Access
EuroGeo 3 - 2004 Munich Germany B.8.2 Geosynthetic cement-based liner (GCBL) for mechanical and corrosion protection of pipe-lines.pdf ?., F., I., Janotka, Ki??, Stejskal Access
EuroGeo 3 - 2004 Munich Germany B.8.3 Prediction of the long term generation of defects in HDPE liners.pdf A., E., Gallagher, J., Needham, SMITH Access
EuroGeo 3 - 2004 Munich Germany B.8.4 Leak monitoring for a double liner separated by a novel conductive geotextile.pdf Galvin, I. D., Nosko, P., Peggs, Razdorov, V. Access
EuroGeo 3 - 2004 Munich Germany B.8.5 An integrated approach to the location-based design of lining systems using the full range of geosynthetics.pdf H., J., Schmid, Schulz Access
EuroGeo 3 - 2004 Munich Germany B.9.1 Comparison between stepped isothermal method and long-term tests on geosynthetics.pdf Brady, G. T., G.R.A., Greenwood, J.H., K. C., Kempton, Watts Access
EuroGeo 3 - 2004 Munich Germany B.9.2 Loading rate effects due to viscous property on the strength and deformation property of geosynthetic reinforcement.pdf D., F., Hirakawa, Kongkitkul, T., Tatsuoka, Uchimura, W. Access
