EuroGeo 3 - 2004 Munich Germany P.17 Compressive creep behavior of EPS geofoam.pdf ATMATZIDIS, Chrysikos, D. A., D. K., E. G., Missirlis Access
EuroGeo 3 - 2004 Munich Germany P.18 The development of a new inexpensive apparatus fo the measurement of friction between sand and low strength geotextiles.pdf Dawber, Karri, P. R., R., R. S., Rankilor Access
EuroGeo 3 - 2004 Munich Germany P.19 Application of reinforcing geotextile interlayers for the purposes of sub-grade reconstruction on soft soils.pdf Shtabinsky, V., Yaromko Access
EuroGeo 3 - 2004 Munich Germany P.20 The prediction of thermally-induced desiccation in geosynthetic clay liners used in landfill basal liner applications.pdf J. M., K., R. K., ROWE, Southen, von Maubeuge Access
EuroGeo 3 - 2004 Munich Germany C.3.1 Correlations between nonwoven geotextile mechanical properties.pdf ATMATZIDIS, Chrysikos, D. A., D. K., E. G., Missirlis Access
EuroGeo 3 - 2004 Munich Germany C.3.2 Installation stress testing ? results and interpretation.pdf G., J., M?ller-Rochholz, Mannsbart Access
EuroGeo 3 - 2004 Munich Germany C.3.3 The value of strain energy as a characterisation parameter.pdf G. T., Kempton, Naughton, P.J. Access
EuroGeo 3 - 2004 Munich Germany C.3.4 Damage during installation laboratory test. Influence of the type of granular material..pdf A. M., Lopes, M., M. d. L., Paula, Pinho-Lopes Access
EuroGeo 3 - 2004 Munich Germany C.3.5 Designing with geotextiles based on stress energy factors.pdf E. R., Steen Access
EuroGeo 3 - 2004 Munich Germany C.5.1 Shear type continuous model for seismic dynamics of reinforced soil structures.pdf A., Carotti, Graziano, P., Rimoldi Access
