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Department of Civil Engineering, School of Engineering | 論文
- Influences of Overburden Pressure on Dynamic Penetration of a Rigid Bar into Soil
- The Influence Factors for Dynamic Penetration Resistance of Sands and Measurement Method of Dynamic Motion
- Secondary Compression Behavior in Standard Consolidation Tests
- Ratio of Undrained Shear Strength to Vertical Effective Stress
- Time Effects on One-dimensional Consolidation Analysis(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY -2003-2004-)
- One-dimensional consolidation analysis based on log(t) and e soil models(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY -2003-2004-)
- Time Effects on One-dimensional Consolidation Analysis
- Influences of the Duration of Incremental Pressure on One-Dimensional Consolidation Characteristics of Clays
- Strain Rate Effect of Overconsolidated Clays
- The Adaptability for Light Weight Geomaterials using Crashed Wastes Expanded polystyrene (EPS) Ingots mixed Soils
- Time Effects during One-Dimensional Consolidation
- Considerations on a Coefficient of Earth Pressure at Rest and the Elasto-Plastic Constitutive Equation
- Undrained Shear Strength Characteristics of Kanto Loam Including the Artificial Tree Root System
- The Influence of Secondary Consolidation on the Compression Time Curve
- Effects of Surcharge Load on the Reduction of Secondary Consolidation
- Constitutive Equations of Saturated Kanto Loam
- One Dimensional Consolidation of Soft Grounds under Low Embankment
- A Study on the Damage and the Possible Use of Foundation Structures Due to the 1995 Hyogoken-Nambu Earthquake
- Uprooting Test of Wild Grown Inclined Trees on Cut Slope
- Undrained Strain Softening Model for Nomally Consolidated Soils