EuroGeo 2 - 2000 Bologna Italy - Volume 1 6.06 Stepped isothermal method to determine a combined reduction factor for creep and installation damage.pdf M?LLER-ROCHHOLZ J., RECKER C, SCHR?ER S., THORNTON J.S Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 7.01 Railroad embankment with reinforced slopes and base on stone columns.pdf ALEXIEW D., LIEBERENZ K., POHLMANN H. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 1.04.One of Europes tallest green faced geosynthetic reinforced retaining structures.pdf HEROLD A. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 1.05.Behavior of Geogrid Reinforced Soil Wall Using Box-type Wall.pdf HIRAI T., OTANI J Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 2.01.Time and temperature effects on the behaviour of geosynthetics- reinforced walls.pdf GOTTARDI G., SIMONINI P. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 2.02.Reinforced soil embankments design and construction.pdf CORBET S., JACKSON P., KJELD A Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 2.03.Confining effect of geogrid reinforced soil introduction into design methods.pdf KAWAMURA T., Ochiai. H, UMEZAKI T., YASUFUKU N. HIRAI T. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 2.04.Slope stability analysis by artificial neural network.pdf MANDAL J.N., NIMBALKAR S.S. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 2.05.Large scale investigation on a geosynthetic reinforced earth structure.pdf MANNSBART G Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 2.06.Influences on the Calculatorily required Geotextile Reinforcement for retaining structures.pdf FLUM D, R?EGGER R. Access
