Soil Stress-Strain Behavior
by Ling, Hoe I.; Callisto, Luigi; Leshchinsky, Dov; Koseki, JunichiFormat: Hardcover
Pub. Date: 2007-10-04
Publisher(s): Springer Nature
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Summary
This book is an outgrowth of the proceedings for the Geotechnical Symposium in Roma, which was held on March 16 and 17, 2006 in Rome, Italy. The Symposium was organized to celebrate the 60th birthday of Prof. Tatsuoka as well as honoring his research achievement. The publications are focused on the recent developments in the stress-strain behavior of geomaterials, with an emphasis on laboratory measurements, soil constitutive modeling and behavior of soil structures (such as reinforced soils, piles and slopes). The latest advancement in the field, such as the rate effect and dynamic behavior of both clay and sand, behavior of modified soils and soil mixtures, and soil liquefaction are addressed. A special keynote paper by Prof. Tatsuoka is included with three other keynote papers (presented by Prof. Lo Presti, Prof. Di Benedetto, and Prof. Shibuya).
Table of Contents
| 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 |
| Table of Contents provided by Ingram. All Rights Reserved. |
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