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Civil Engineering Department, Tokyo Institute of Technology | 論文
- THE INFLUENCE OF STRAIN RATE ON PORE PRESSURES IN CONSOLIDATED UNDRAINED TRIAXIAL TESTS ON COHESIVE SOILS
- THE INFLUENCE OF DISTURBANCE DUE TO SAMPLE PREPARATION ON THE UNDRAINED STRENGTH OF SATURATED COHESIVE SOIL
- CENTRIFUGE MODEL TESTS ON SCREENING EFFECT OF PILES BEHIND A VERTICAL WALL
- BEARING CAPACITY OF SLOPES UNDER STRIP LOADS ON THE TOP SURFACES