Learn · Unsaturated Soil Mechanics
Lecture 17 of 36Week 06: Demonstration of Software for Fitting SWCC; Pedo-Transfer Functions (PTF)
Fitting of SWCC & HCF modelling
Prof. Tadikonda Venkata Bharat · IIT Guwahati
Credits and licence
- From
- Unsaturated Soil Mechanics, IIT Guwahati (at NPTEL)
- Licence
- CC BY-NC-SA, as NPTEL states it. Non-commercial use only.
- Attribution
- NPTEL states: "Distributed under Creative Commons Attribution-ShareAlike / CC BY - NC - SA", beside a BY-NC-SA badge.
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- Tweens profiles and older. How courses are placed
All the lectures
- 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
- Hydraulic conductivity functions and determination of state variables
- Suction Measurement/Control Techniques - I
- Suction Measurement /Control Techniques - II
- Summary: Suction Measurement and Control Techniques
- HCF Determination
- SWCC and HCF Models
- HCF Modelling
- Fitting of SWCC & HCF modelling
- Pedo-transfer Functions (PTF)
- Steady-State Flow Through Soils
- Steady-State & Transient Flow
- Analytical Methods for Transient Flow-I
- Analytical Methods for Transient Flow-II
- Shear Strength of Unsaturated Soils
- Suction-Controlled Direct Shear Test
- Suction-Controlled Triaxial Test
- Extended M-C Criterion - I
- Extended M-C Criterion - II
- Extended M-C Criterion - III
- Concept of "Suction Stress"- I
- Concept of "Suction Stress"- II
- Concept of "Suction Stress"- III
- Summary: Shear Strength of Unsaturated Soils and Introduction to Volume Change
- Swelling Behaviour of Soils
- Estimation of Swelling Pressure in the Laboratory and Behaviour of Collapsible soil
- Volume Change Behaviour of Bentonite and Kaolin Clay
- Demonstration of Various Experiments Related to Unsaturated Soil Mechanics