ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World 01 Table of contents.pdf Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Authors.pdf Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World New application of pile foundation to reinforced soil structure.pdf A. Yashima, K. Sawada, N. Tatta, S. Tsuji, T. Hara Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Piled embankments influence of installation and type of loading.pdf A. Bezuijen, P. van Duijnen, S. J.M. van Eekelen Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Study of the load transfer mechanisms in reinforced pile-supported embankments.pdf L. Brian?on, P. Villard, Ph.Delmas Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Stress-dilatancy behavior of microreinforced sand.pdf L. Festugato, N.C. Consoli Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World The Dutch design guideline for piled embankments.pdf A.E.C, H.L. Jansen, J.H. van Dalen, M. De Kant, M.H.A. Brugman, P.G. van Duijnen, S. J.M. van Eekelen Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Use of homopolymer polypropylene fiber for improving engineering characteristics of cement-stabilized soft clay.pdf L.P. Harris, M.A. Shahin Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World The Kyoto road piled embankment- 3.5 years of measurements.pdf A. Bezuijen, D.Alexiew, S. J.M. van Eekelen Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Use of woven geogrids under shallow foundations.pdf A. Santos, E. Ananias, J.P. Santos, P.E. Rocha Access
