EuroGeo 2 - 2000 Bologna Italy - Volume 1 6.02 Twelve year creep tests on geosynthetic reinforcements.pdf BUSH D.I, GREENWOOD J.H., KEMPTON G.T., WATTS G.R.A. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 6.03 Assessment of long-term design strength of geotextile composites by durablity test.pdf JEON H.Y Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 6.04 Comparison of different long term reduction factors for geosynthetics reinforcing materials.pdf LOTHSPEICH S.E., THORNTON J.S Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 6.05 Creep of backfill geogrid reinforcement for retaining walls.pdf LAI P, NAVARRETE F., REDDY D.V. Access
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
