EuroGeo 2 - 2000 Bologna Italy - Volume 1 5.03.Mathematical modelling of geogrid reinforced embankments subject to high energy rock impacts.pdf CAROTTI A., CASTIGLIA C., PEILA D., RIMOLDI P Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 5.04.A study about geosynthetic reinforced foundation.pdf FABRIN T.W., FALEIROS A, VIDAL D.M. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 5.05.Full scale tests on geogrid reinforced embankments for rock fall proctection.pdf CASTIGLIA C., GUASTI G., OGGERI C., PEILA D., RECALCATI P., SASSUDELLI F Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 5.06.Bearing capacity of shallow strip foundation on geogrid-reinforced sand.pdf DAS B.M, SHIN D.H., SHIN E.C. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 6.01 Predicting the long-term strength of a geogrid using the stepped isothermal method.pdf GREENWOOD J.H., VOSKAMP W Access
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
