Luận văn A volume-Mass constitutive model for unsaturated soils
TABLE OF CONTENT COPYRIGHT.i ABSTRACT.ii ACKNOWLEDGEMENT.iv TABLE OF CONTENT.v LIST OF TABLES.xi LIST OF FIGURES.xii LIST OF NOTATIONS AND SYMBOLS.xxvii CHAPTER 1: INTRODUCTION 1.1 BACKGROUND.1 1.2 OBJECTIVES AND SCOPE.7 1.3 SUMMARY OFCHAPTERS.8 CHAPTER 2: LITERATURE REVIEW 2.1 GENERAL.10 2.2 VOLUME-MASS STATE VARIABLES.11 2.2.1 StressState Variables.12 2.2.2 State Variables.16 2.3 BASIC VOLUME-MASS CONSTITUTIVE RELATIONS.17 2.3.1 Volume-Mass Constitutive Relations on the Zero Soil Suction Plane.18 2.3.2 Volume-MassConstitutive Relationshipson Non-Zero Soil Suction Planes.24 2.3.3 Volume-Mass constitutive Relations on Zero Net Mean StressPlane.32 2.3.4 Volume-Mass constitutive Relations on the Non-Zero Net Mean Stress Planes.46 2.3.5 Water Content andSoil Volume Relationship.50 2.4 VOLUME-MASS CONSTITUTIVE SURFACES FOR UNSATURATEDSOILS.53 2.4.1 General.53 2.4.2 Prediction or Estimation of the Volume-Mass Constitutive Surfaces.55 2.4.3 Uniqueness of the Volume-Mass Constitutive Surfaces.59 2.5 VOLUME-MASS CONSTITUTIVE MODELS FOR UNSATURATED SOILS.61 2.5.1 General.61 2.5.2 Physically-Based Elastic Constitutive Models.61 2.5.3 Surface Fitting ConstitutiveModels.65 2.5.4 Elasto-PlasticModels.70 2.6 MODELING THE EFFECT OF SHEAR STRESS TO THE VOLUME-MASS CONSTITUTIVE RELATIONS.79 2.7 MEASUREMENT OF THE VOLUME-MASS CONSTITUTIVE SURFACES.81 2.7.1 Testing Equipment.81 2.7.2 Materialsand Preparation.87 2.7.3 Common Testing Programsin the Literature.87 2.8 APPLICATIONS OF THE VOLUME-MASS CONSTITUTIVE RELATIONSHIPS IN THE PREDICTION OF SOIL PROPERTIES.91 2.8.1 Prediction of Shear Strength Function.91 2.8.2 Prediction of HydraulicConductivity Function.92 2.9 CHAPTER SUMMARY.95 CHAPTER 3: THEORY 3.1 GENERAL.97 3.2 TERMINOLOGY FOR THE PROPOSED MODEL.98 3.2.1 State Variables:.99 3.2.2 Pore-Size Distribution Curve.101 3.2.3 Development of the Proposed Volume-Mass Constitutive Model.104 3.3 ASSUMPTIONS, SYMBOLS AND NOTATIONS.107 3.3.1 Assumptions.107 3.3.2 Notationsand Symbols.115 3.4 STRESS-STRAIN RELATIONSHIPFOR THE SOIL STRUCTURE SURROUNDING A PORE.117 3.4.1 Drying-Wetting Processes under Zero Net Mean Stress.117 3.4.2 Drying Process undera Constant Net Mean Stress.119 3.4.3 Wetting Process under a Constant Net Mean Stress.128 3.4.4 Loading-Unloading Processes at a Constant Soil Suction.136 3.4.5 Summary Stress-Strain Relationshipfor the Soil Structure Surrounding a Pore.136 3.5 YIELD STRESS INDUCED FROM SEVERAL SINGLE STRESS PATHS.137 3.5.1 Drying and Wetting Processes under Zero Net Mean Stress.137 3.5.2 Loading-Unloading Processes at Zero Soil Suction.138 3.5.3 Drying and Wetting Processes at a Constant Net Mean Stress.140 3.5.4 Loading-Unloading Processes at a Constant Soil Suction.142 3.5.5 Compression Curve of a Soil at a ConstantSoil Suction.144 3.6 MODELSFORTHESOIL-WATER CHARACTERISTIC CURVE OF VOLUME CHANGE SOILS.146 3.6.1 An Equation with Independent Properties.147 3.6.2 A Simple Equation.150 3.7 DETERMINATION OF THE COMPRESSION INDICES OF A WATER-FILLED PORE.151 3.7.1 An Equation for Volume Change along the Initial Drying Process.151 3.7.2 Volume Change of Collapsible and Non-Collapsible Pores.157 3.7.3 Summary of the Compression Indices of a Water-Filled Pore.160 3.8 A MODEL FOR HYSTERETIC SOIL-WATERCHARACTERISTIC CURVES.162 3.8.1 A Model for the Three Key Hysteretic Soil-Water Characteristics Curves.162 3.8.2 Scanning HystereticSoil-Water Characteristics Curves.167 3.8.3 Hysteresis Model in the Context of the Pore-Size Distribution.169 3.9 ANALYTICAL SOLUTION FOR THE VOLUME-MASS CONSTITUTIVE RELATIONSHIPS .171 3.9.1 Yield Stresses.174 3.9.2 Prediction of the Water ContentSurface.176 3.9.3 Prediction of the Void Ratio Surface.179 3.10 NUMERICAL SOLUTION FOR VOLUME-MASSCONSTITUTIVE RELATIONSHIPS.186 3.11 CONVERSION FOR ONE-DIMENSIONAL (K0) LOADING CONDITION.191 3.12 DETERMINATION OF THE MODEL PARAMETERS.193 3.13 CHAPTER SUMMARY.195 CHAPTER 4: VISUALIZATION 4.1 GENERAL.197 4.2 MATERIALS.198 4.3 APPLICATION OF THE VOLUME-MASS CONSTITUTIVE EQUATIONS.199 4.4 VISUALIZATION OF THE VOLUME-MASS CONSTITUTIVE SURFACES.207 4.4.1 StressPaths.207 4.4.2 Volume-Mass Constitutive Surfaces for the Three ArtificialSoils.209 4.4.3 Discussions.219 4.5 VISUALIZATION OF THE UNSATURATED SOIL PROPERTYSURFACES.220 4.5.1 Shear Strength Surfaces.222 4.5.2 Hydraulic Conductivity Surfaces.224 CHAPTER 5: LABORATORY TESTING PROGRAM 5.1 GENERAL.227 5.2 OBJECTIVES OF THE TESTING PROGRAM.227 5.3 MATERIALS AND PREPARATIONS:.228 5.3.1 Materials.228 5.3.2 Specimen Preparations.230 5.4 EQUIPMENT:.231 5.4.1 U. of S.Pressure Plate Cell.232 5.4.2 GCTS Pressure Plate Apparatuses.234 5.5 CALIBRATION OF THE EQUIPMENT.238 5.5.1 Calibration of the Oedometer Systems.238 5.5.2 Calibrations of the U.of S. PressurePlate Cell.239 5.5.3 Calibrations of GCTS Pressure Plate Apparatus.240 5.6 DETAILSOF THE TESTING PROGRAM:.241 5.6.1 Testing Phase #1:.244 5.6.2 Testing Phase #2:.245 5.6.3 Testing Phase #3:.250 5.6.4 Testing Phase #4:.252 CHAPTER 6: PRESENTATION OF THE EXPERIMENTALRESULTS 6.5 GENERAL.256 6.6 TEST RESULTS FOR TESTING PHASE #1:.256 6.7 TEST RESULTS FOR TESTING PHASE #3:.258 6.8 TEST RESULTS FOR TESTING PHASE #3:.268 6.9 TEST RESULTS FOR TESTING PHASE #4:.271 6.9.1 Test Resultsfor Processed Silt.274 6.9.2 Test Results for Indian Head Till.280 CHAPTER 7: DISCUSSION AND INTERPRETATION OF THE TEST RESULTS 7.1 GENERAL.287 7.2 FUNCTIONALITY AND ACCURACYOFTHE GCTS PRESSURE PLATE.288 7.3 SOIL-WATER CHARACTERISTIC CURVES.290 7.3.1 Shape of the Soil-Water Characteristic Curve ofa SlurrySoil.290 7.3.2 Effects of the Pre-ConsolidationStress onthe Soil-Water Characteristic Curve of a Soil .292 7.3.3 Entrapped Air and the Actual Boundary Wetting Curve.301 7.4 VOLUMEAND WATER CONTENTALONG LOADING ANDUNLOADING PROCESSES AT CONSTANT SOIL SUCTIONS.304 7.4.1 Compression Indices of the Soil Tested in the Laboratory Testing Program.304 7.4.2 Determination of K0Parameters.305 7.4.3 Volume and Water Content Change Along Loading-Unloading Processes .307 7.5 UNIQUENESS OF THE VOLUME-MASS CONSTITUTIVE SURFACES.324 7.5.1 Verification of the Stress PathDependence Involved witha Drying Process.324 7.5.2 Verification of the Stress PathIndependence Involving only Wetting Processes.326 7.6 CHAPTER SUMMARY.332 CHAPTER 8: VERIFICATION OF THE PROPOSED MODEL 8.2 GENERAL.334 8.3 VERIFICATION USING THE DATA COLLECTEDFROM THE RESEARCH LITERATURE..334 8.3.1 Verification Using Regina Clay (Fredlund, 1964).336 8.3.2 Verification Using Saskatchewan Silt(Huang,1994).339 8.3.3 Verification Using Jossigny Silt (Fleureau et al., 1995).341 8.3.4 Verification Using Kaolinite (Fleureau et al., 2004).343 8.4 VERIFICATION USING THE DATA MEASUREDFROM THE LABORATORY TESTING PROGRAM.347 8.4.1 Prediction Results for Beaver Creek Sand.347 8.4.2 Prediction Results for Saskatchewan Silty Sand.349 8.4.3 Prediction Results for Processed Silt.351 8.4.4 Prediction Results for Indian Head Till.365 8.5 CHAPTER SUMMARY.379 CHAPTER 9: CONCLUSIONS AND RECOMMENDATIONS 9.1 SUMMARY.381 9.2 CONCLUSIONS.372 9.2.1 Equipment:.383 9.2.2 Laboratory Studies:.383 9.2.3 Theoretical Studies.386 9.3 RECOMMENDATION FOR FUTURE RESEARCH.389 9.3.1 Equipment.389 9.3.2 FutureResearch Studies.389 REFERENCES.391 APPENDICES A, B, C AND D
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