ICG 5 - 1994 Singapore A Full Scale Model Test of a Polymer Grid Reinforced Embankment with Pumice Soil K Orihara, r. Yamanouchi, T Ohta·ke & E. Hamada, Y Takenaka Access
ICG 5 - 1994 Singapore Effect of Sloping Backfills on Geosyrithetically Reinforced Walls J. G. Zomberg & J. K. Mitchell Access
ICG 5 - 1994 Singapore Use of Shredded Tire as Backfill for a New GRS Reinforced Retaining Wall System J.T.H.Wu, M. B. Helwany, R. K. Barrett Access
ICG 5 - 1994 Singapore Transmission of Surface Applied Load in Geosynthetic-Reinforced Soil Structures N. Gofar & P. L. Bourdeau Access
ICG 5 - 1994 Singapore Geotextile Reinforced Retaining Wall in a Spillway Approach Channel L. D. Schewe Access
ICG 5 - 1994 Singapore Partial Safety Factors in the Design of Permanent Reinforced Structures G.Dondi Access
ICG 5 - 1994 Singapore Performance of a Reinforced Soil Wall in Sydney, Australia G. W. Won, M. R. Hausmann & E. Jankulovski Access
ICG 5 - 1994 Singapore Application of Centrifuge in Modeling Geosynthetically Reinforced Systems A. Porbaha Access
ICG 5 - 1994 Singapore Assessment of Reinforcement for Reinforced Fill Structures and Slopes in Hong Kong K.F.Man & P. L.R. Pang Access
ICG 5 - 1994 Singapore Causes for the Improved Bearing Behaviour of the Reinforced Two-Layer System G. Gold, R. Floss Access
