NOC:Advanced Soil Mechanics

Lecture 1 - Introduction to course content

Lecture 2 - Stress acting at a point - Cauchy stress

Lecture 3 - Stress acting at a point - Stress tensor

Lecture 4 - Stress acting on a plane

Lecture 5 - Stress acting on a plane example

Lecture 6 - Transformation of stress tensor

Lecture 7 - Stress invariants

Lecture 8 - Relationship between stress invariants

Lecture 9 - Principle stresses and Eigen vectors

Lecture 10 - Strain in soils

Lecture 11 - Cause effect relationship

Lecture 12 - Important constitutive relationship

Lecture 13 - 3D to 2D idealization

Lecture 14 - Mathematical formulation plane stress plane strain

Lecture 15 - Mathematical formulation axisymmetric

Lecture 16 - Summary of Module 1

Lecture 17 - Basics of shear strength

Lecture 18 - Stress representation

Lecture 19 - Shear strength granular soil - I

Lecture 20 - Shear strength granular soil - II

Lecture 21 - Shear strength cohesive soil

Lecture 22 - Shear strength cohesive soil - Stress strain

Lecture 23 - Pore water pressure and Skemptons equation

Lecture 24 - Overall pore water pressure parameter

Lecture 25 - Pore water pressure - plane strain-effect of sampling

Lecture 26 - Pore water pressure estimation

Lecture 27 - Triaxial test

Lecture 28 - Interpretation triaxial test - UU UCS

Lecture 29 - Interpretation triaxial test - CU

Lecture 30 - Interpretation triaxial test - CD

Lecture 31 - Some additional aspects of shear strength

Lecture 32 - Summary of Module 2

Lecture 33 - Stress path and representation

Lecture 34 - Failure line in stress path

Lecture 35 - Stress path-some common cases - I

Lecture 36 - Stress path-some common cases - II

Lecture 37 - Stress path-triaxial test-drained

Lecture 38 - Stress path-triaxial test-undrained

Lecture 39 - Stress path-additional undrained case

Lecture 40 - Stress path-field cases - I

Lecture 41 - Stress path-field cases - II

Lecture 42 - Stress path problems

Lecture 43 - Summary of Module 3

Lecture 44 - Introduction-critical state soil mechanics

Lecture 45 - Introduction-critical state soil mechanics

Lecture 46 - CSSM-2 D representation

Lecture 47 - Peak state

Lecture 48 - Soil yielding

Lecture 49 - Cam clay

Lecture 50 - Modified Cam clay

Lecture 51 - Prediction of soil behavior from MCCM

Lecture 52 - Prediction of soil behavior from MCCM

Lecture 53 - Strain from MCCM

Lecture 54 - State boundary surface

Lecture 55 - CSSM problems

Lecture 56 - Summary of Module 4

Lecture 57 - Closure of Advanced Soil Mechanics Course