ICG 8 - 2006 Yokohama Japan B.2.05 Application used PVDs and GTX cushion to treat soft subsoil on expressway embankment.pdf L.L., T.R. & Li, Wang Access
ICG 8 - 2006 Yokohama Japan B.2.06 Soil improvement works at Changi East Singapore.pdf M. & Berg, R.J., Van der Molen Access
ICG 8 - 2006 Yokohama Japan B.2.10 Use of geocomposite drain in soccer field in Brazil.pdf J.P., Santos Access
ICG 8 - 2006 Yokohama Japan B.2.11 Vacuum consolidation method applied to underwater mud improvement.pdf S., Sasaki, T. & Takahashi Access
ICG 8 - 2006 Yokohama Japan B.2.07 Analysis of field application of electro-osmosis via electrically conductive drains for soft clay consolidation.pdf A. M., Chew, G.P., J.V.M., Karunaratne, Kuma, Leong, R.S.Hee, S.H., T.P.D. & Chia, Y.Z.D. Douglas Access
ICG 8 - 2006 Yokohama Japan B.2.08 Behavior of a high airport embankment with horizontal drains.pdf M. & Matsumura, N. & Ito, S. Kawauchi, T. Nakamura, Tatta, Y. Access
ICG 8 - 2006 Yokohama Japan B.2.09 Drainage of cut slope – draining mask.pdf Gendrin, P. Arab, R. Croix Marie T. & Griere S. Barasz N. & Chauvel C. Access
ICG 8 - 2006 Yokohama Japan B.3.01 Estimating the dewatering time in geosynthetic tube dewatering projects.pdf C. & Cantr?, S., Stefan Access
ICG 8 - 2006 Yokohama Japan B.3.02 Experiment on geotextile tube dehydration method with nonwoven fabric tube for acceleration of dehydration work.pdf A., Azuma, H. Nishigata, K. & Kurata, M. Saeki, Okamura, T. Access
ICG 8 - 2006 Yokohama Japan B.3.03 Dewatering fine-grained soils using geotextile tubes – an Australian case study.pdf Chow, R. W. Access
