Starting a new Lecture Notes Series on Advanced Soil Mechanics
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Advanced Soil Mechanics By Lecture Notes together!
Lecture 1: Advanced Soil Mechanics
Lecture 2: Lec 1 : Introduction to course content
Lecture 5: Lec 4 : Stress acting on a plane
Lecture 6: Lec 5 : Stress acting on a plane example
Lecture 7: Lec 6 : Transformation of stress tensor
Lecture 8: Lec 7 : Stress invariants
Lecture 10: Lec 9 : Principle stresses and Eigen vectors
Lecture 11: Lec 10 : Strain in soils
Lecture 12: Lec 11 : Cause effect relationship
Lecture 13: Lec 12 : Important constitutive relationship
Lecture 14: Lec 13 : 3D to 2D idealization
Lecture 16: Lec 15 : Mathematical formulation axisymmetric
Lecture 17: Lec 16 : Summary of Module 1
Lecture 18: Lec 17 : Basics of shear strength
Lecture 19: Lec 18 : Stress representation
Lecture 20: Lec 19 : Shear strength granular soil - I
Lecture 21: Lec 20 : Shear strength granular soil - II
Lecture 22: Lec 21 : Shear strength cohesive soil
Lecture 25: Lec 24 : Overall pore water pressure parameter
Lecture 27: Lec 26 : Pore water pressure estimation
Lecture 28: Lec 27 : Triaxial test
Lecture 29: Lec 28 : Interpretation triaxial test-UU UCS
Lecture 30: Lec 29 : Interpretation triaxial test-CU
Lecture 31: Lec 30 : Interpretation triaxial test-CD
Lecture 33: Lec 32 : Summary of Module 2
Lecture 34: Lec 33 : Stress path and representation
Lecture 35: Lec 34 : Failure line in stress path
Lecture 36: Lec 35 : Stress path-some common cases
Lecture 37: Lec 36 : Stress path-some common cases
Lecture 38: Lec 37 : Stress path-triaxial test-drained
Lecture 39: Lec 38 : Stress path-triaxial test-undrained
Lecture 40: Lec 39 : Stress path-additional undrained case
Lecture 41: Lec 40 : Stress path-field cases - I
Lecture 42: Lec 41 : Stress path-field cases - II
Lecture 43: Lec 42 : Stress path problems
Lecture 44: Lec 43 : Summary of Module 3