Branch : Civil Engineering | Subject : Soil Mechanics

• Prediction of the Behavior of Coarse-Grained Soils Using CSM

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• ELEMENTS OF THE CRITICAL STATE MODEL

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• FAILURE STRESSES FROM THE CRITICAL STATE MODEL

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• Undrained Triaxial Test

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• MODIFICATIONS OF CSM AND THEIR PRACTICAL IMPLICATIONS

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• RELATIONSHIPS FROM CSM THAT ARE OF PRACTICAL SIGNIFICANCE

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• Relationships Among the Tension Cutoff, Mean Effective Stress, and Preconsolidation Stress

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• Relationships Among Undrained Shear Strength, Critical State Friction Angle, and Preconsolidation Ratio

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• Relationship Between the Normalized Undrained Shear Strength of One-Dimensionally Consolidated or Ko-Consolidated and Isotropically

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• Relationship Between the Normalized Undrained Shear Strength at Initial Yield and at Critical State for Overconsolidated Fine-Grained Soils Under Triaxial Test Condition

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• Relationship Between Direct Simple Shear Tests and Triaxial Tests

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• Relationship for the Application of Drained and Undrained

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• Relationship Among Excess Porewater Pressure, Preconsolidation Ratio, and Critical State Friction Angle

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• Undrained Shear Strength, Liquidity Index, and Sensitivity

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• SOIL STIFFNESS

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• STRAINS FROM THE CRITICAL STATE MODEL

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• Shear Strains

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• CALCULATED STRESS–STRAIN RESPONSE

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• APPLICATION OF CSM TO CEMENTED SOILS

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• ALLOWABLE STRESS AND LOAD AND RESISTANCE FACTOR DESIGN

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• COLLAPSE LOAD USING THE LIMIT EQUILIBRIUM METHOD

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• BEARING CAPACITY EQUATIONS

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• MAT FOUNDATIONS

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• BEARING CAPACITY OF LAYERED SOILS

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• SETTLEMENT CALCULATIONS

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• Primary Consolidation Settlement

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• DETERMINATION OF BEARING CAPACITY AND SETTLEMENT OF COARSE-GRAINED SOILS

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• Cone Penetration Test (CPT)

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• Plate Load Test (PLT)

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• SHALLOW FOUNDATION ANALYSIS USING CSM

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• Dense, Coarse-Grained Soils

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