Learn · Strength and Deformation Characteristics of Soils
Lecture 27 of 60Week 6
Lecture 27 : Stress Paths in Unconsolidated Undrained (UU) Triaxial Tests
Prof. Paramita Bhattacharya · IIT Kharagpur
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All the lectures
- Lecture 01: Introduction to Tensor Analysis in Geomechanics
- Lecture 02 : Kronecker Delta & Transformation of Coordinates
- Lecture 03 : Definition of Cartesian Tensors
- Lecture 04 : Numerical Problems on Cartesian Tensors
- Lecture 05 : Numerical Problems on Tensor Analysis in Geomechanics
- Lecture 06 : Fundamentals of Stress Analysis
- Lecture 07 : Principal Stresses and Stress Invariants
- Lecture 08 : Stress Deviation Tensor and Its Invariants
- Lecture 09 : Haigh-Westergaard’s Stress Space
- Lecture 10 : Numerlcal Problems
- Lecture 11 : Introduction to Yield and Failure criteria
- Lecture 12 : Tresca and von Mises Yield Criteria
- Lecture 13 : Mohr-Coulomb Failure Criteria
- Lecture 14 : Drucker-Prager Failure Criterion
- Lecture 15 : Flow Rules
- Lecture 16 : Stress State in Soil and Mohr Circle of Stress
- Lecture 17 : Triaxial Compression Test and Determination of Shear Strength Parameters
- Lecture 18 : Consolidated Triaxial Compression Test
- Lecture 19 : Drained and Undrained Behavior of Sands and Clays
- Lecture 20 : Numerical Problems
- Lecture 21 : Determination of Shear Strength and Skempton's Pore Pressure Parameters
- Lecture 22 : Advanced Numerical Problems on Skempton’s Pore Pressure Equation
- Lecture 23 : Rowe's Stress–Dilatancy Theory
- Lecture 24 : Strength and Dilatancy of Granular Soils– Bolton’s Equations
- Lecture 25 : Modern Developments in Stress–Dilatancy Theory
- Lecture 26 : Introduction to Stress Paths and Stress Path Parameters
- Lecture 27 : Stress Paths in Unconsolidated Undrained (UU) Triaxial Tests
- Lecture 28 : Stress Paths in Consolidated Undrained (CU) Triaxial Tests
- Lecture 29 : Stress Paths in Consolidated Drained (CD) Triaxial Tests
- Lecture 30 : Comparative Behavior of Drained and Undrained Tests
- Lecture 31 : MIT Method for Stress Path Representation
- Lecture 32 : Failure lines in s′- t Space
- Lecture 33 : Stress Paths of Normally Consolidated and Overconsolidated Clays
- Lecture 34 : Stress Paths of Dense and Loose Sands
- Lecture 35 : Interpretation and Engineering Applications of Stress Paths
- Lecture 36 : Introduction to Critical State Soil Mechanics
- Lecture 37 : Critical-State Line and Parameters
- Lecture 38 : Critical State of Normally Consolidated Clay
- Lecture 39 : Critical State of Overconsolidated Clay
- Lecture 40 : Comparative Behavior and Numerical Interpretation
- Lecture 41 : State Boundary Surface in Critical State Soil Mechanics
- Lecture 42 : Roscoe and Hvorslev State Boundary Surfaces
- Lecture 43 : Drained and Undrained Loading Paths on State Boundary Surfaces
- Lecture 44 : Critical Void Ratio, State Parameter, and Sand Behavior
- Lecture 45 : Applications and Numerical Problems on State Boundary Surfaces and Sand Dilatancy
- Lecture 46 :Soil Compression and Consolidation
- Lecture 47 : Physical Mechanism of Consolidation
- Lecture 48 : Terzaghi’s One-Dimensional Consolidation Theory
- Lecture 49 : Two- and Three-Dimensional Consolidation Theories
- Lecture 50 : Numerical Problems
- Lecture 51 : Primary Consolidation Settlement
- Lecture 52 : Secondary Consolidation Settlement
- Lecture 53 : Consolidation Settlement of Layered Soil Deposits
- Lecture 54 : Determination of coefficient of consolidation
- Lecture 55 : Constant Rate of Strain Consolidation Test
- Lecture 56 : Strain Tensor, Strain Invariants and Elastic Deformation
- Lecture 57 : Elastic and Plastic Strain Decomposition
- Lecture 58 : Plastic Deformation and Yielding of Soils
- Lecture 59 : Strain Hardening, Softening and Elastoplastic Modeling
- Lecture 60 : Numerical Problems and Course Summary