ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.05 Lateral deformation under the side slopes of piled embankments.pdf K. Jennings, P.J. Naughton Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.06 Efficacy of geogrid in improving the load carrying capacity of stone columns.pdf A.D. Chauhan, N.V. Lakshminarayanan, R.P. Bhyravajjula, R.V. Mukherjee Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.07 Influence factors on the performance of geosynthetic reinforced and pile supported embankments.pdf B. Gebreselassie, H.-G. Kempfert, J. L?king Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.08 The Kyoto road piled embankment 312 years of measurements.pdf A. Bezuijen, D.Alexiew, S. J.M. van Eekelen Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.09 Incorporation of slack and creep in the British Standard code of practice for calculating tension and deflection of geosynthetic reinforcement used in column-supported embankments.pdf G.M. Filz, M.P. McGuire Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.10 Model tests on group of geosynthetic encased stone columns.pdf K. Rajagopal, S. Murugesan Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.11 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 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.12 Additional reinforced embankment with vertical bearing piles.pdf A. Yashima, K. Sawada, S. Tsuji, T. Hara, Y. Yokota Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.13 An experimental study to determine the location of the critical height in piled embankments.pdf E.J. Britton, P.J. Naughton Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.14 Application of high strength geogrid as load transfer platform to wharf structure for a container terminal.pdf S. Ramasamy, T. Kulkarni Access
