ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Reinforcement effects of short geofiber on shear strength and ductility of sandy soil.pdf K. Minegishi & K. Makiuchi Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Sand reinforced with short length synthetic fibers randomly oriented.pdf I.M.C.F.G. Falorca & M.I.M. Pinto Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures The testing of very weak geosynthetic layers for use in micro-models of reinforced soil.pdf K.R. Sarma & R. Dawber, P.R. Rankilor Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Use of fibre reinforced crushed building demolition waste in road construction.pdf C.T. Gnanendran, S. Toal & S-C.R. Lo Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures A study on pullout behaviour of geogrid.pdf F. Moghadas Nejad Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Analysis on the affecting factors of interface friction coefficient between expansive soil and geogrid by pullout tests.pdf L. Fang & B. Liu, L. Li, L. Xu Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Apparatus for measuring the friction between soils and geosynthetics with control of matric suction.pdf E. Asanza & J. S?ez Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Dynamic analysis of geosynthetic interfaces by shaking table tests.pdf M.R. Massimino & M. Maugeri, S.A. Lo Grasso Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Enhanced shear-pullout-testing device for the examination of the interaction behaviour of soil-geosynthetic-compound systems.pdf N. Tamaskovics & H. Klapperich, T. Aydogmus Access
ICG 7 - 2002 Nice France - Volume 4 - Geotechnical engineering and reinforced structures Evaluation of sand-geotextile interface friction angle by a modified 300x300mm direct shear box.pdf A.A. Ioannidis & P.C. Pelekis, C.E. Katsas, G.A. Athanasopoulos Access
