ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.11 Application of reinforced soil wall having self monitoring system to actual embankment construction.pdf H. Ohta, K. Yoshida, N. Tatta, S. Tsuji, Y. Yokota Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.12 The properties and performance of planar geogrids with integral junctions and ribs in three directions.pdf A. Chen, A. McGown, N. Thom, S.F.Brown Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.13 Laboratory study of geotextile encased sand columns.pdf E.M. Palmeira, G.L.S. Ara?jo Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.14 Coir geotextile for slope stabilization and cultivation ? a case study in a highland region of Kerala .pdf H.H.G. Savenije, K.R. Anil, P. van der Zaag, S. Vishnudas Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.15 The use of geocomposite as compressible layer to reduce vertical stress on buried structures.pdf B.S.BUENO, R.R. Placido Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.16 Subgrade stabilization using lattice-frame-reinforced sheet accompanied by compacted crushed-.pdf A. Okamura, M. Okamoto, T. Kawanaka, T. Yoshida, Y. Kitamoto Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.17 Electro-osmotic consolidation of soft tropical clay in laboratory trial.pdf A.J.P. Nascimento, P.S.N. Murrieta Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.18 Properties of ethylene vinyl alcohol and value for select geomembrane applications.pdf E. Chow, R. Armstrong Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.19 A significance of L-shaped geosynthetic drain (LGD) against seepage flow.pdf J. Chae, K. Hara, M. Saito, N. Torii, S. Shibuya, T. Masuo Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.20 Assessment of a consolidation model issued to geotextile-encased columns based on field.pdf C.T. Santos, D.Alexiew, P.I.B. Queiroz Access
