ICG 8 - 2006 Yokohama Japan E.15.03 Geo-reinforced sand columns Small scale experimental tests and theoretical modelling.pdf A., C., Cantarelli, D., Di Prisco, E. & Bongiorno, Galli Access
ICG 8 - 2006 Yokohama Japan E.15.04 Field test of a pipeline buried at shallow depth with a geogrid.pdf K. & Hori, Matsushima, N., S. Mohri, T. Fujita, Y., Yamazaki Access
ICG 8 - 2006 Yokohama Japan E.15.05 Model tests for new lightweight thrust restraint using geogrid.pdf H.I. Hirai, K., K. & Kitano, Kawabata, Sawada, T., T. Ling, T. Saito, Uchida, Y. Access
ICG 8 - 2006 Yokohama Japan E.15.06 Uplift pressure removal system in underground structure utilizing geocomposite system.pdf B.M. Kim, E.C. Das, J.I. & Park, J.J., Shin Access
ICG 8 - 2006 Yokohama Japan E.13.04 Viscous property and time-dependent degradation of geosynthetic reinforcement.pdf D., F., Kongkitkul, Tatsuoka, W. & Hirakawa Access
ICG 8 - 2006 Yokohama Japan E.13.05 A comparison of different techniques for determining the tensile and creep strength and creep reduction factor of a geogrid.pdf H., N.E. Liu, W. & Wang, Wrigley Access
ICG 8 - 2006 Yokohama Japan E.13.03 Creep strains of high strength polyester geogrids measured by conventional and accelerated test methods.pdf C., Hsieh, I. & Tain, Lee, Y. Access
ICG 8 - 2006 Yokohama Japan E.13.06 Opinions about creep rupture in soil reinforcement design.pdf N., P. Freitag, Segrestin Access
ICG 8 - 2006 Yokohama Japan E.13.07 Swing up in creep curves at high loadings of PET bars – further proof of the molecular chain change model.pdf J., Voskamp, W. Retzlaff Access
ICG 8 - 2006 Yokohama Japan E.13.08 Creep properties of geosynthetics during increasing loading and after partial unloading.pdf K., Kazimierowicz-Frankowska Access
