ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Influence of soil gradation and facing type on the failure of a Segmental retaining wall.pdf A. Haddad, M.H. Azizi Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Model test and numerical analysis of active earth pressure against concrete block retaining wall.pdf H. Machihara, K. Arai, L. Lu, S. Tsuji Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Numerical analysis of effective hybrid sandwiched reinforcement for cohesive soils.pdf H. Komine, H. Mohri, H. Mouri, K. Yasuhara, S. Murakami, S. Yamazaki, T. Hori Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Numerical parametric study of geofoam seismic buffers with different constitutive models.pdf R.J. Bathurst, S. Zarnani Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Parametric study of a reinforced highway slope in Thailand.pdf G. Pensomboon, J. Sukolrat, M. Dechasakulsom Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Post-construction behaviour of two high geogrid-reinforced soil retaining walls for Fujisan-Shizuoka airport.pdf F.Tatsuoka, M Itoh, S. Kawahata, T. Sugimoto, T. Yoshida Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Post-construction tensile load and strain behaviour of geogrids arranged in full-scale high walls.pdf D. Hirakawa, F.Tatsuoka, M. Ito, S. Kawahata, T. Sugimoto, W. Kongkitkul Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Prediction of tension in the reinforcement in a full scale block-faced geogrid reinforced soil wall using fine-grained tropical soil as backfill.pdf M. Ehrlich, M.V.F. Riccio Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Redevelopment of a former Quarry Nuneaton UK- Incorporating the design construction monitoring and serviceability a 35m high geosynthetic reinforced slope.pdf G.J. Horgan, M. Ball, P. Thurlwell Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World Reinforced soil walls with full height facing panels ? an Indian case history.pdf M. Sudhakar Access
