スポンサーリンク
Civil Engineering, University of Tokyo | 論文
- EFFECTS OF LARGE PRESHEARING ON CYCLIC BEHAVIOR OF SAND
- EFFECTS OF STRESS HISTORY ON CYCLIC BEHAVIOR OF SAND
- DAMAGES ON WATERFRONT GROUND DURING THE 1999 KOCAELI EARTHQUAKE IN TURKEY
- GEOTECHNICAL ASPECTS OF THE JUNE 20,1990 MANJIL EARTHQUAKE IN IRAN
- LIQUEFACTION OF SATURATED SAND IN TRIAXIAL TORSION SHEAR TEST
- CYCLIC STRENGTH CHARACTERISTICS OF TAILINGS MATERIALS
- Cyclic Simple Shear Tests on Saturated Sand in Multi-Directional Loading〔に対する討論終結〕
- LIQUEFACTION-INDUCED FLOW FAILURE OF EMBANKMENTS AND RESIDUAL STRENGTH OF SILTY SANDS
- CYCLIC SIMPLE SHEAR TESTS ON SATURATED SAND IN MULTI-DIRECTIONAL LOADING
- UNDRAINED DEFORMATION CHARACTERISTICS OF SAND IN MULTI-DIRECTIONAL SHEAR
- YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS
- PORE WATER PRESSURES MEASURED IN SAND DEPOSITS DURING AN EARTHQUAKE
- UNDRAINED DEFORMATION CHARACTERISTICS OF LOOSE SAND UNDER THREE-DIMENSIONAL STRESS CONDITIONS
- ANISOTROPIC DEFORMATION CHARACTERISTICS OF SAND UNDER THREE DIMENSIONAL STRESS CONDITIONS
- CYCLIC STRENGTH OF UNDISTURBED SANDS OBTAINED BY A PISTON SAMPLER
- CYCLIC STRENGTHS OF UNDISTURBED SANDS OBTAINED BY LARGE DIAMETER SAMPLING
- LIQUEFACTION OF K_0-CONSOLIDATED SAND UNDER CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTION WITH LATERAL CONSTRAINT
- SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS
- EVALUATION OF SETTLEMENTS IN SAND DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES
- ANALYSIS OF LANDSLIDES DURING THE 1978 IZU-OHSHIMA-KINKAI EARTHQUAKE