GeoAsia 1 - 1997 Bangalore India REINFORCED GRANULAR BED OVERLYING PILES IN WEAK GROUND M.R. Madhav, N. Miura, R. Shivashankar Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 2.09 Deformation calculation of under-consolidated deposit induced by vacuum consolidation.pdf J.C. Chai, N. Miura, T. Hino Access
Other - Theory and Practice of Earth Reinforcement 1988 Kyushu Japan 2.09 Model and field tests of reinforced pavement on soft clay ground.pdf A.Sakai, K.Mouri & M.Ohtsubo, N. Miura, Y.Taesiri Access
Other - Theory and Practice of Earth Reinforcement 1988 Kyushu Japan 2.01Reinforcement of soft Bangkok clay using granular piles.pdf B.Panichayatum & C.L.Sampaco, D.T.Bergado, N. Miura Access
Other - Earth Reinforcement Practice 1996 Kyushu Japan - Volume 1 Semi-rigid piled-raft system for soft subsiding ground.pdf K. Umezaki & Y. Gondoh, M.R. Madhav, N. Miura, R. Shivashankar Access
Other - Earth Reinforcement Practice 1992 Kyushu Japan - Volume 2 Chainnans report- Foundations.pdf N. Miura Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Deformation calculation of under-consolidated deposit induced by vacuum consolidation.pdf J.C. Chai, N. Miura, T. Hino Access
