スポンサーリンク
Associate Professor, ditto. | 論文
- DELAYED COMPRESSION/CONSOLIDATION OF NATURAL CLAY DUE TO DEGRADATION OF SOIL STRUCTURE
- SUPERLOADING YIELD SURFACE CONCEPT FOR HIGHLY STRUCTURED SOIL BEHAVIOR
- GMAX of Fine-Grained Soils at Wide Void Ratio Range, Focusing on Time-Dependent Behavior (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)
- MODEL TESTS AND FEM SIMULATION OF SOME FACTORS AFFECTING THE BEARING CAPACITY OF A FOOTING ON SAND
- NUMERICAL SIMULATION OF BEARING CAPACITY CHARACTERISTICS OF STRIP FOOTING ON SAND
- PROGRESSIVE FAILURE OF HEAVILY OVERCONSOLIDATED CLAYS
- BEARING CAPACITY OF CIRCULAR FOUNDATIONS ON SOFT CLAY OF STRENGTH INCREASING WITH DEPTH
- DEVELOPMENT OF CENTRIFUGE CONE PENETRATION TEST TO EVALUATE THE UNDRAINED SHEAR STRENGTH PROFILE OF A MODEL CLAY BED
- BACK ANALYSIS TECHNIQUE FOR SLOPE STABILIZATION WORKS OF EMBANKMENT LANDSLIDE DUE TO FOUNDATION INSTABILITY
- DELAYED FAILURE IN SOFT CLAY FOUNDATIONS
- CONSOLIDATION DEFORMATION BEHAVIOR OF LIGHTLY AND HEAVILY OVERCONSOLIDATED CLAY FOUNDATIONS