EuroGeo 3 - 2004 Munich Germany A.5.3 Centrifuge modelling and finite element analysis of fiber reinforced fly ash slope.pdf J.N., Kumar, Mandal, P., S., Sambasivarao Access
EuroGeo 3 - 2004 Munich Germany A.5.4 EPS as lightweight fill behind bridge abutments founded on a landslide proned ground.pdf M., Mathioudakis Access
EuroGeo 3 - 2004 Munich Germany A.5.5 Reinforced slope of road embankment with light weight aggregates.pdf ?iseth, A., Aab?e, E., R., Watn Access
EuroGeo 3 - 2004 Munich Germany A.6.1 Lysimeter field study of a clay geosynthetic barrier in a landfill cover system.pdf H., Henken-Mellies, W. U., Zanzinger Access
EuroGeo 3 - 2004 Munich Germany A.6.2 Slope design using GCLs in liner systems.pdf B., Christopher, Marr, W.A. Access
EuroGeo 3 - 2004 Munich Germany A.6.3 Compatibility of a GCL with arctic diesel before and after freeze and thaw.pdf Bathurst, Mukunoki, R. K., R.J., ROWE, T. Access
EuroGeo 3 - 2004 Munich Germany A.6.4 X-ray tomography of structures in clay geosynthetic barriers (GBR-C).pdf P., S., Schick, Schmitz Access
EuroGeo 3 - 2004 Munich Germany A.6.5 Geosynthetic clay liners as environmental protection in infrastructure projects.pdf K., von Maubeuge Access
EuroGeo 3 - 2004 Munich Germany A.7.1 New German recommendations for geomembrane sealing systems in tunnel construction.pdf A., Brummermann, K., Schl?tter Access
EuroGeo 3 - 2004 Munich Germany A.7.2 Lining of an active gypsum tailings dam south africa.pdf Du Preez, F., Hedrich, L. M. Access
