スポンサーリンク
Professor of Civil Engineering, University of Tokyo | 論文
- LIQUEFACTION-INDUCED COMPACTION AND SETTLEMENT OF SAND DURING EARTHQUAKES
- SUBSIDENCE OF BUILDING FOUNDATION RESTING UPON LIQUEFIED SUBSOIL : CASE STUDIES AND ASSESSMENT
- FLOW POTENTIAL OF SAND DURING LIQUEFACTION
- EFFECTS OF PRINCIPAL STRESS DIRECTION AND INTERMEDIATE PRINCIPAL STRESS ON UNDRAINED SHEAR BEHAVIOR OF SAND
- FLOW POTENTIAL OF SANDY SOILS WITH DIFFERENT GRAIN COMPOSITIONS
- EMPIRICAL CORRELATION BETWEEN SPT N-VALUE AND RELATIVE DENSITY FOR SANDY SOILS
- MODELLING OF SAND BEHAVIOUR BASED ON STATE CONCEPT
- NORMALIZED BEHAVIOR OF VERY LOOSE NON-PLASTIC SOILS : EFFECTS OF FABRIC
- PORE WATER PRESSURES AND GROUND MOTIONS MONITORED DURING THE 1985 CHIBA-IBARAGI EARTHQUAKE