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Department Of Civil Engineering University Of Tokyo | 論文
- 2003年バム地震におけるバム市内の地盤と基礎構造の挙動
- GEOTECHNICAL RECONNAISSANCE STUDY ON DAMAGE CAUSED BY 2001 GUJARAT EARTHQUAKE, INDIA
- 初級講座 この式どうやってできたの? どう使うの?(第6回)地震時土圧(その2)
- 初級講座 この式どうやってできたの? どう使うの?(第5回)地震時土圧(その1)
- SEISMIC SOIL-STRUCTURE INTERACTION OF CROSS SECTIONS OF FLEXIBLE UNDERGROUND STRUCTURES SUBJECTED TO SOIL LIQUEFACTION
- ( 安全な都市基盤の再生のために(ICUS))
- A BASIC STUDY ON A NEW SATELLITE ALGORITHM FOR SNOW BY CONSIDERING THE EFFECTS OF SNOW GRAIN SIZE
- Instrumented Model Slope Failure due to Water Seepage
- Instrumented Model Slope Failure due to Water Seepage
- Modification and Application of the Satellite-Based Land Data Assimilation Scheme for Very Dry Soil Regions Using AMSR-E Images : Model Validation for Mongolia-a CEOP data platform(Coordinated Enhanced Observing Period(CEOP))
- MODELLING OF AGEING EFFECTS ON THE ELASTO-VISCOPLASTIC BEHAVIOUR OF GEOMATERIAL
- LABORATORY INVESTIGATION ON RATE-DEPENDENT PROPERTIES OF SAND UNDERGOING LOW CONFINING EFFECTIVE STRESS
- A THREE-DIMENSIONAL STRESS-STRAIN MODEL OF SAND UNDERGOING CYCLIC ROTATION OF PRINCIPAL STRESS AXES
- Stability Of Actively Controlled Structures With Time Delayed Feedback
- DEFORMATION BEHAVIOR OF SANDY SLOPES DURING RAINWATER INFILTRATION
- RESPONSE OF UNSATURATED SANDY SOILS UNDER CONSTANT SHEAR STRESS DRAINED CONDITION
- SHAKE TABLE TESTS ON RESIDUAL DEFORMATION OF SANDY SLOPES DUE TO CYCLIC LOADING
- STRESS-STRAIN BEHAVIOR OF COMPACTED SANDY MATERIAL UNDER CYCLIC SIMPLE SHEAR
- Study on Spatially Averaged Evaporation under Soil Moisture Heterogeneity Affected by Permafrost Micro-topography
- YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS