ICG 8 - 2006 Yokohama Japan E.02.05 Reinforced soil structure trench with geogrid and head wall using interlocked concrete blocks.pdf D., Gomes, L.S. Vidal, R.O.M. & Ribeiro Access
ICG 8 - 2006 Yokohama Japan E.02.06 The construction of an embankment in Iran designed to fail by rotation to lift 4 m of crystalline salt from the river bed out of the water.pdf A., P. Holgate, Rankilor Access
ICG 8 - 2006 Yokohama Japan E.02.07 Performance of a 37m high geogrid reinforced soil structure constructed over a disused sewage treatment pond.pdf L.Y.K., Lee E.C. Neoh C.A. Tu, Y.E. Har Access
ICG 8 - 2006 Yokohama Japan E.02.08 Survey of a bridge abutment reinforced by geosynthetics with optic sensors integrated in geotextile strips.pdf Nancey A. Rossi D. Boons B. Access
ICG 8 - 2006 Yokohama Japan E.02.09 Behaviour of geosynthetic-reinforced soil retaining wall subjected to forced cyclic horizontal displacement at wall face.pdf Aizawa, D., F. Sumiyoshi, H. & Tatsuoka, Hirakawa, M., Nojiri, T., T. Uchimura Access
ICG 8 - 2006 Yokohama Japan E.02.10 Field performance and pullout tests of geosynthetics reinforced soil slope using residual soil in Singapore.pdf C-K., C.T., G.P. & He, H.L., H.T. Chew, Karunaratne, Khoo, Koh, Lim, S.H., T.K. & Chu, Toh, Z.W. Ho Access
ICG 8 - 2006 Yokohama Japan E.03.01 Use of geotextiles to overcome challenging conditions at the seawall project in Port of Brisbane.pdf Ameratunga, J. Boyle, K.H. Hornsey, M., P.J. Loke, W. Strevens Access
ICG 8 - 2006 Yokohama Japan E.03.02 A debris flow induced by the collapse of a reinforced earth wall.pdf Chen, K. S., R.H.Chen Access
ICG 8 - 2006 Yokohama Japan E.03.03 A construction case of geotextile-reinforced soil retaining walls at the waste landfill site construction of the open-air theater in Moerenuma Park.pdf K. Tachibana, N., Nonaka, T. Tei Access
ICG 8 - 2006 Yokohama Japan E.03.04 Case history PVA geogrid reinforced wall for a residue deposit facility.pdf A.E.F., E. Silva, G. Costa Filho, L.M. Pacheco, Paes Jr. Access
