ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Reinforced trapezoidal embankment for the protection of a road against an active landslide from the side of a quarry.pdf L.E. Russo, M. Balducci, P. Fantini Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Reinforced very steep wall 23 meters high built on a river bank in an industrial settlement in Lumezzane (Italy).pdf L.E. Russo, M. Piazza, P. Fantini, S. Spadini Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Analysis and design of reinforced embankments- methodology implementation and impact of critical parameters..pdf Ch.F. Efremidis, D.E. Argyriadi, E.M. Comodromos, N.S. Klimis Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Base and slope reinforcement of very tall reinforced embankments for the A1 highway in Italy.pdf F. Talone, P. Rimoldi Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Behavior of a geogrid reinforced soil wall built with clayey silt.pdf A.L.L.S. Nunes, A.S.J.F. Say?o, L.B. Becker, L.M. Costa-Filho Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Behavior of cellular reinforced soil wall under uniformly distributed load.pdf J.N. Mandal, M.S. Khedkar Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Behavior of strip footing on sand slope reinforced with orthogonally H-V inclusions.pdf G. Tan, M. Zhang, S. Zhang Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Case Study ? Reinforced Soil Systems Employed on the Project Hobsonville State Highway Deviation in Auckland New Zealand.pdf J. Kupec, J.O. Owusu Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Confined and Reinforced Sand Retaining Walls resisted VIII Grade Seismic MM Intensity.pdf G. Fierro, J. Alva-Hurtado, J. Cardozo Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Construction and monitoring of a 22.5 m high geosynthetic reinforced segmental retaining wall in India.pdf K. Rajagopal, K.H. Loke, M.R. Madhav, P.T. Raju, V. Sreedhar Access
