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Department Of Civil Engineering Science University Of Tokyo | 論文
- EFFECTS OF STRESS HISTORY ON CYCLIC BEHAVIOR OF SAND
- YIELDING OF OVERCONSOLIDATED SAND AND LIQUEFACTION MODEL UNDER CYCLIC STRESSES
- 1978年宮城県沖地震における石油タンク地点の砂の液状化特性
- 多方向に変化する荷重を受ける飽和砂の繰返し単純せん断試験
- 地盤の液状化調査について
- CORRELATION BETWEEN PENETRATION RESISTANCE OF SWEDISH WEIGHT SOUNDING TESTS AND SPT BLOW COUNTS IN SANDY SOILS
- 三軸ネジリセン断試験による飽和砂の液状化
- LIQUEFACTION OF SATURATED SAND IN TRIAXIAL TORSION SHEAR TEST
- LIQUEFACTION-INDUCED COMPACTION AND SETTLEMENT OF SAND DURING EARTHQUAKES
- Cyclic Simple Shear Tests on Saturated Sand in Multi-Directional Loading〔に対する討論終結〕
- PORE WATER PRESSURES MEASURED IN SAND DEPOSITS DURING AN EARTHQUAKE
- UNDRAINED DEFORMATION CHARACTERISTICS OF LOOSE SAND UNDER THREE-DIMENSIONAL STRESS CONDITIONS
- 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
- EFFECTS OF OVERCONSOLIDATION AND K_0 CONDITIONS ON THE LIQUEFACTION CHARACTERISTICS OF SANDS
- LIQUEFACTION CHARACTERISTICS OF SAND DEPOSITS AT AN OIL TANK SITE DURING THE 1978 MIYAGIKEN-OKI EARTHQUAKE
- ANALYSIS OF PERMANENT DEFORMATION OF EARTH DAMS DUE TO EARTHQUAKES
- MAXIMUM AND MINIMUM VOID RATIO CHARACTERISTICS OF SANDS
- SAND LIQUEFACTION THROUGH VOLUME DECREASE POTENTIAL