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
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 4.04.Amsterdam A2A9 project embankments using reinforced soft soils on very soft sub soil.pdf HUYBREGTS TH., MEISNER E., UIJTING B.G.J. Access
EuroGeo 2 - 2000 Bologna Italy - Volume 1 4.03.Behavior of geonet in Sand replacement method on very soft clay.pdf IMANISHI H., NISHIHARA K., Ochiai. H Access
