| Preface | p. xi |
| Foreword | p. xv |
| Introduction: Fumio Tatsuoka | p. xix |
| Photos | p. xxi |
| Special Keynote Paper | |
| Inelastic Deformation Characteristics of Geomaterial | p. 1 |
| Keynote Papers | |
| Characterization of Soil Deposits for Seismic Response Analysis | p. 109 |
| Small Strain Behaviour and Viscous Effects on Sands and Sand-Clay Mixtures | p. 159 |
| Advanced Laboratory Stress-Strain and Strength-Testing of Geomaterials in Geotechnicai Engineering Practice | p. 191 |
| Behavior of Granular Materials | |
| Assessment of Strength and Deformation of Coarse Grained Soils by Means of Penetration Tests and Laboratory Tests on Undisturbed Samples | p. 201 |
| Strength Properties of Sand by Tilting Test, Box Shear Test and Plane Strain Compression Test | p. 215 |
| Micro X-ray CT at SPring-8 for Granular Mechanics | p. 225 |
| Visualization of Particle-Fluid System by Laser-Aided Tomography | p. 235 |
| Strength and Stiffness of Coarse Granular Soils | p. 243 |
| Deviatoric Stress Response Envelopes from Muitiaxial Tests on Sand | p. 253 |
| Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition | p. 263 |
| Behavior of Clays | |
| Undrained Shear Behavior of High Plastic Normally Ko-consolidated Marine Clays | p. 273 |
| The Effects of Controlled Destructuring on the Small Strain Shear Stiffness Go of Bothkennar Clay | p. 287 |
| Small Strain Stiffness of A Soft Clay along Stress Paths Typical of Excavations | p. 299 |
| Mechanical Behavior of Florence Clay at the High-Speed Train Station | p. 311 |
| Stiffness of Natural and Reconstituted Augusta Clay at Small to Medium Strains | p. 323 |
| The Influence of Meso-Structure on the Mechanical Behavior of a Marly Clay from Low to High Strains | p. 333 |
| Inherent vs. Stress Induced Anisotropy of Elastic Shear Modulus of Bangkok Clay | p. 351 |
| Soil Viscous Properties | |
| Coupling of Ageing and Viscous Effects in An Artifically Structured Clay | p. 357 |
| Viscous Properties of Sands and Mixtures of Sand/Clay from Hollow Cylinder Tests | p. 367 |
| Visocus Property of Granular Material in Drained Triaxial Compression | p. 383 |
| Viscous Property of Kaolin Clay With and Without Ageing Effects by Cement-Mixing in Drained Triaxial Compression | p. 399 |
| Modified Soils and Soil Mixtures | |
| Effects of Curing Time and Stress on the Strength and Deformation Characteristics of Cement-Mixed Sand | p. 413 |
| Effects of Some Factors on The Strength and Stiffness of Crushed Concrete Aggregate | p. 419 |
| Freezing and Ice Growth in Frost-Susceptible Soils | p. 429 |
| Effect of Fly Ash Stabilization on Geotechnical Properties of Chittagong Coastal Soil | p. 443 |
| Strengthening of Weakly-Cemented Gravelly Soil with Curing Period | p. 455 |
| The Loss of Strength of An Unsaturated Local Soil on Soaking | p. 463 |
| Material Properties of Itermediate Materials Between Concrete and Gravelly Soil | p. 473 |
| Compaction-Induced Anisotropy in the Strength and Deformation Characteristics of Cement-Mixed Gravelly Soils | p. 479 |
| Stress-Strain Behavior of a Compacted Sand-Clay Mixture | p. 491 |
| Small Strain Properties and Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting | p. 503 |
| Cyclic/Dynamic Soil Behavior | |
| Effects of Cyclic Loading of Gravel | p. 513 |
| Comparison of Simultaneous Bender Elements and Resonant Column Tests on Porto Residual Soil | p. 523 |
| Dynamic Measurements and Porosity in Saturated Triaxial Specimens | p. 537 |
| Cyclic Plane Strain Compression Tests on Dense Granular Materials | p. 547 |
| Small Strain Deformation Characteristics of Granular Materials in Torsional Shear and Triaxial Tests with Local Deformation Measurements | p. 557 |
| Dependency of the Mechanical Behavior of Granular Soils on Loading Frequency: Experimental Results and Constitutive Modelling | p. 567 |
| Dynamic Clay Soil Behaviour by Different In Situ and Laboratory Tests | p. 583 |
| Dynamically and Statically Measured Small Strain Stiffness of Dense Toyoura Sand | p. 595 |
| Sample Disturbance in Resonant Column Test Measurement of Small-Strain Shear Wave Velocity | p. 605 |
| Cyclic Behavior of Nonplastic Silty Sand under Direct Simple Shear Loading | p. 615 |
| Modelling of Stress-Strain Relationship of Toyoura Sand in Large Cyclic Torsional Loading | p. 625 |
| Soil Liquefaction | |
| Effect of Loading Condition on Liquefaction Strength of Saturated Sand | p. 637 |
| Experimental Study on the Behaviors of Sand-Gravel Composites Liquefaction | p. 645 |
| Accumulated Deformation of Sand in One-Way Cyclic Loading Under Undrained Conditions | p. 653 |
| Analysis for The Deformation of The Damaged Embankments During The 2004 Niigata-Chuetsu Earthquake By Using Stress-Strain Curves of Liquefied Sands or Softened Clays | p. 663 |
| Numerical Simulation of Seismic Behavior of Pipeline in Liquefiable Soil | p. 673 |
| Deformation Analysis of Liquefied Ground by Particle Method | p. 683 |
| Constitutive Models and Numerical Analysis | |
| Effects of Constitutive Parameters on Shear Band Formation in Granular Soils | p. 691 |
| The Behaviour of a Normally Loaded Clayey Soil and Its Simulation | p. 707 |
| A Fast Implicit Integration Scheme to Solve Highly Nonlinear System | p. 719 |
| Anisotropic Behaviour of Sand in the Small Strain Domain. Experimental Measurements and Modelling | p. 727 |
| Adapting a Generalized Plasticity Model to Reproduce the Stress-Strain Response of Silty Soils Forming the Venice Lagoon Basin | p. 743 |
| Validation of a New Soil Constitutive Model for Cyclic Loading by FEM Analysis | p. 759 |
| Viscoplasticity of Geomaterials and Finite Element Analysis | p. 769 |
| Numerical Modeling of the Wave Propagation in Bogota Soft Soils | p. 779 |
| A Constitutive Model for Soft Rocks | p. 791 |
| Soil Reinforcement and Earth Retaining Structures | |
| Embedded Temporary Prop for Ballast Bed Renewal in Railways | p. 801 |
| Behaviour of Sand Reinforced with Fibres | p. 807 |
| Deformation Behaviors of Geosynthetic Reinforced Soil Walls on Shallow Weak Ground | p. 819 |
| Effects of Cushions on the Induced Earth Pressure by Roller Compaction | p. 831 |
| Mechanical Behavior of Reinforced Specimen Using Constant Pressure Large Direct Shear Test | p. 837 |
| Inelastic Deformation of Sand Reinforced with Different Reinforcing Materials | p. 849 |
| Residual Earth Pressure on A Retaining Wall with Sand Backfill Subjected to Forced Cyclic Lateral Displacements | p. 865 |
| Piles and Buried Structures | |
| Experimental Estimation of Adfreeze Shear Reinforcement at Joint between Frozen Soil and Underground Structures | p. 875 |
| Stressed and Deformed Condition of The Grounds Around Driven Piles | p. 885 |
| Centrifuge Modeling of Piles Subjected to Lateral Loads | p. 895 |
| A Simplified Soil-Structure Interaction Based Method for Calculating Deflection of Buried Pipe | p. 909 |
| Alternative Remedial Techniques for Sheet-Piled Embankments | p. 921 |
| Slopes and Other Geotechnical Issues | |
| Research Activities of Geotechnical Research Group of NIIS km the Past to Present | p. 931 |
| Engineering Implication of Ground Motions on Welded Steel Moment Resisting Frame Buildings | p. 939 |
| Inverse Stability Analysis of the St. Moritz Landslide | p. 949 |
| Two-Dimensional Slope Failure in Centrifugal Field | p. 957 |
| Geotechnical and Structural Failures Due to Mindulle Typhoon Induced Rainfall in Taiwan | |
| Author Index | p. 979 |
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