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Unsaturated Soil Mechanics Basics

Engineering

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Unsaturated Soil Mechanics Introduction Video

Unsaturated Soil Mechanics Introduction Video

Fundamental Aspects of Unsaturated Soil Mechanics and its Basic Principles

Phases of Unsaturated Soils I

Phases of Unsaturated Soils II

Equilibrium between Air and Water Phases

Capillary Phenomenon in Unsaturated Soils I

Capillary Phenomenon in Unsaturated Soils II

Summary Fundamental Principles and Constitutive Relationships

Concept of Water Retention and Soil Water Characteristics I

Concept of Water Retention and Soil Water Characteristics II

Lec 10 Hydraulic conductivity functions and determination of state variables

Lec 11 Suction Mesauremnt control Techniques I

Lec 12 Suction Mesauremnt control Techniques II

Lec 13 Summary Suction Measurement and Control Techniques

Lec 14 HCF Determination

Lec 15 SWCC and HCF Models

Lec 16 HCF Modelling

Lec 17 Fitting of SWCC HCF modelling

Lec 18 Pedo transfer Functions PTF

Lec 19 Steady State Flow Through Soils

Lec 20 Steady State Transient Flow

Lec 21 Analytical Methods for Transient Flow I

Lec 22 Analytical Methods for Transient Flow II

Lec 23 Shear Strength of Unsaturated Soils

Lec 24 Suction Controlled Direct Shear Test

Lec 25 Suction Controlled Triaxial Test

Lec 26 Extended M C Criterion I

Lec 27 Extended M C Criterion II

Lec 28 Extended M C Criterion III

Lec 29 Concept of Suction Stress I

Lec 30 Concept of Suction Stress II

Lec 31 Concept of Suction Stress III

Lec 32 Summary Shear Strength of Unsaturated Soils and Introduction to Volume Change

Lec 33 Swelling Behaviour of Soils

Lec 34 Estimation of Swelling Pressure in the Laboratory and Behaviour of Collapsible soil

Lec 35 Volume Change Behaviour of Bentonite and Kaolin Clay

Lec 36 Demonstration of Various Experiments Related to Unsaturaed Soil Mechanics

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Ankur Kumar Pandey 

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2025-11-16

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technical
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Time flexible it helps to learn lot
2024-05-08

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Unsaturated Soil Mechanics course in hindi, in this course Explore the behavior and mechanics of soils in partially saturated conditions in this course.

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