EuroGeo 4 - 2008 Edinburgh Scotland I.03 EBGEO – German Recommendation for Reinforcement with Geosynthetics.pdf Gerhard Br Access
EuroGeo 4 - 2008 Edinburgh Scotland I.04 Numerical Consideration of Using Geotextile in Deformation Mechanism of Ground Surface due to Liquefaction of Sand Lenses.pdf Babak Ebrahimian & Yadolah Pashang Pisheh Access
EuroGeo 4 - 2008 Edinburgh Scotland I.05 SPAS A New Finite-Element Tool for Modelling Flow and Transport Through Single or Double Composite Liners with Advanced Global Boundary Conditions.pdf Abbas El-Zein & Nigel Balaam Access
EuroGeo 4 - 2008 Edinburgh Scotland I.06 Influence of Interference on Failure Mechanism of Closely Constructed Ring Footings on Reinforced Sand.pdf Ghazavi M. & Alimardani Lavasan A. Access
EuroGeo 4 - 2008 Edinburgh Scotland I.07 Effect of Soil Reinforcement on the Response of Vertically Vibrating Foundations Using Different Isolation Systems.pdf Arsalan Ghahramani & Hesham El Naggar, Mehdi Heydari Access
EuroGeo 4 - 2008 Edinburgh Scotland I.08 Comparison of an Analytical Solution for Multi-step Reinforced Soil Slopes with Conventional Numerical Methods.pdf Elena Kapogianni & Michael Sakellariou Access
EuroGeo 4 - 2008 Edinburgh Scotland H.16 Experiences From a Five-Year Field Study of Geosynthetic Clay Liners and Different Recultivation Materials.pdf Conrad Boley, Friederike Meyer, George Heerten, Kent P. Von Maubeuge Access
EuroGeo 4 - 2008 Edinburgh Scotland I.09 Dynamic Behavior of Buried Pipe Bend with Lightweight Thrust Restraint During Liquefaction.pdf Akira Izumi, Ariyoshi, Ayumu Kashiwagi, Mitsuru, Toshinori Kawabata, Yoshiyuki Mohri, Yutaka Sawada Access
EuroGeo 4 - 2008 Edinburgh Scotland H.01 Failure of a Reinforced Embankment on a Very Soft Peat Clay Layer.pdf Bruno T. Lima1 & Felipe Alves, Marcio de Souza S. Almeida, Maria Esther S. Marques Access
EuroGeo 4 - 2008 Edinburgh Scotland H.02 Experience Feedback on the Use of the Geosynthetics in Algeria in the Field of Public Works.pdf Rabah Arab, Sa?d Tabti & Messaoud Zermani Access
