- Introduction Earth Pressure Theory
- Types of Lateral Earth Pressure
- Earth Pressure at Rest Condition
- Rankine's Earth Pressure Theory and Assumptions
- Rankine's Active Earth Pressure Theory
- Rankine's Passive Earth Pressure Theory
- Numerical on Dry/moist Backfill
- Numerical on Submerged Backfill
- Numerical on Partially Submerged Backfill
- Numerical on Backfill Subjected to Uniform Surcharge
- Numerical on Stratified Soil Backfill
- Rankine's Earth Pressure for the Inclined Backfill
- Rankine's Earth Pressure for the Inclined Backwall
- Rankine's Earth Pressure for the Inclined Backfill and Backwall
- Numerical on Inclined Backwall
- Earth Pressure Theory for C - f Soils
- Numerical on Depth of Tension Crack and Unsupported Height
- Numerical on Active Earth Pressure for C - f Soil
- Numerical on Passive Earth Pressure for C - f Soil
- Coulomb's Theory and Assumptions

- Introduction, Types of Slopes
- Types of Slope Failures
- Stability of Infinite Slopes
- Stability of Infinite Cohesionless Slope with Seepage
- Numerical 1 on Infinite Slopes
- Numerical 2 on Infinite Slopes
- Numerical 3 on Infinite Slopes
- Numerical 4 on Infinite Slopes
- Failure Analysis of Infinite Slope with C - f Soils
- Stability of Finite Slopes for Purely Cohesive Soils
- Numericals on Purely Cohesive Soils
- Stability of Finite Slopes Using Swedish Method of Slices
- Numerical 1 on Swedish Method of Slices
- Numerical 2 on Swedish Method of Slices
- Stability of Finite Slopes Using Bishop's and Friction Circle Method
- Stability of Finite Slopes Using Taylor's Stability Number Method
- Numerical 1 on Stability Number Method
- Numerical 2 on Stability Number Method

- Boussinesq's Theory
- Stress Distribution on Horizontal and Vertical Plane
- Numerical 1 on Boussinesq's Theory
- Numerical 2 on Boussinesq's Theory
- Westergaard's Theory
- Numerical 1 on Westergaard's Theory
- Vertical Stress Due to Uniform Line Load
- Vertical Stress Due to Circular Loaded Area
- Numerical 1 on Circular Loaded Area
- Vertical Stress Due to Strip Load
- Vertical Stress Due to Uniformly Loaded Rectangular Area
- Numerical 1 on Uniformly Loaded Rectangular Area
- Vertical Stress Using Newmark's Influence Chart Method
- Vertical Stress Due to Trapezoidal Method
- Numerical on Trapezoidal Method

- Introduction of Bearing Capacity
- Basic Definitions
- Modes of Shear Failure
- Comparison Between Local and General Shear Failure
- Methods to Determine Bearing Capacity
- Schleicher's Method
- Rankine's Theory
- Felleniu's Method
- Terzaghi's Method
- Terzaghi Zones in Stressed Soil
- Terzaghi's Ultimate Bearing Capacity Equation
- Problem on UBC Equation
- Factors Affecting UBC 1
- Factors Affecting UBC 2
- Numerical 1 on UBC
- Numerical 2 on UBC
- Ultimate Bearing capacity of Cohesive soil
- Numerical 1 on UBC of Cohesive soil
- Numerical 2 on UBC of Cohesive soil
- UBC Equation for Local shear failure
- Numerical 1 on UBC of Local shear failure
- Numerical 2 on UBC of Local shear failure
- Effect of Water Table in Zone III on UBC Equation
- Numerical on UBC If Water Table is in Zone III
- Effect of Water Table in Zone II on UBC Equation
- Numerical on UBC If Water Table is in Zone II
- Effect of Water Table in Zone I on UBC Equation
- Numerical on UBC If Water Table is in Zone I
- Effect on UBC Equation If Water Table Rises to Ground Surface
- Approximate Method for Water Table Corrections
- Numerical on Approximate Method
- Numerical 1 on UBC Including Water Table
- Numerical 2 on UBC Including Water Table
- Bearing Capacity of Eccentrically Loaded Footings
- Skempton's Method
- Numerical 1 on Skempton's Method
- Numerical 2 on Skempton's Method
- Meyerhoff's Method
- Plate Load Test
- Numerical on Plate Load Test
- Allowable Bearing Pressure Based on Settlement Criteria
- Standard Penetration Test
- Corrections on Observed SPT Number
- Numerical 1 on SPT
- Numerical 2 on SPT
- Allowable Bearing Pressure of Foundation

- Introduction Deep Foundation
- Types of Piles Based on Load Transfer
- Types of Piles Based on Use
- Types of Piles Based on Material and Displacement
- Types of Piles Based on Method of Installation
- Methods to Determine Bearing Capacity of Pile
- Bearing Capacity of a Pile Using Static Method
- Bearing Capacity of a Pile in Clays Using Static Method
- Numerical 1 on Bearing Capacity of a Pile in Clays
- Numerical 2 on Bearing Capacity of a Pile in Clays
- Numerical 3 on Bearing Capacity of a Pile in Clays
- Bearing Capacity of a Pile in Sand Using Static Method
- Critical Length of Pile in Sands
- Numerical 1 on Bearing Capacity of a Pile in Sands
- Numerical 2 on Bearing Capacity of a Pile in Sands
- Numerical 3 on Bearing Capacity of a Pile in Sands
- Capacity of a Pile Using ENR Formula
- Capacity of a Pile Using Hiley's Formula
- Numerical 1 on Capacity of Pile Using Dynamic Method
- Numerical 2 on Capacity of Pile Using Dynamic Method
- Single Bulb Under Reamed Pile
- Double Bulb Under Reamed Pile
- Numerical 1 on under reamed pile
- Numerical 2 on under reamed pile
- Uplift Capacity of Bulb Pile (Enlarged Base)
- Negative Skin Friction
- Group Action of Piles
- Capacity of Pile Group in Clays
- Capacity of Pile Group in Sands
- Efficiency of Pile Group
- Numerical 1 on Capacity of Group of Piles
- Numerical 2 on Capacity of Group of Piles
- Numerical 3 on Capacity of Group of Piles
- Pile Load Test
- Pile Group Settlement in Sands and Clays

- Numerical 1 - Earth Pressure Theories
- Numerical 2 - Earth Pressure Theories
- Numerical 3 - Earth Pressure Theories
- Numerical 4 - Earth Pressure Theories
- Numerical 5 - Earth Pressure Theories
- Numerical 6 - Earth Pressure Theories
- Numerical 7 - Earth Pressure Theories
- Numerical 8 - Earth Pressure Theories
- Numerical 9 - Earth Pressure Theories
- Numerical 10 - Earth Pressure Theories
- Numerical 11 - Earth Pressure Theories
- Numerical 12 - Earth Pressure Theories
- Numerical 13 - Earth Pressure Theories
- Numerical 14 - Earth Pressure Theories
- Numerical 15 - Earth Pressure Theories
- Numerical 1 - Stability of Slopes
- Numerical 2 - Stability of Slopes
- Numerical 3 - Stability of Slopes
- Numerical 4 - Stability of Slopes
- Numerical 5 - Stability of Slopes
- Numerical 6 - Stability of Slopes
- Numerical 7 - Stability of Slopes
- Numerical 8 - Stability of Slopes
- Numerical 9 - Stability of Slopes
- Numerical 10 - Stability of Slopes
- Numerical 1 - Stress Distribution in Soils
- Numerical 2 - Stress Distribution in Soils
- Numerical 3 - Stress Distribution in Soils
- Numerical 4 - Stress Distribution in Soils
- Numerical 5 - Stress Distribution in Soils
- Numerical 6 - Stress Distribution in Soils
- Numerical 1 - Sub-Surface Investigation
- Numerical 2 - Sub-Surface Investigation
- Numerical 3 - Sub-Surface Investigation
- Numerical 4 - Sub-Surface Investigation
- Numerical 1 - Bearing Capacity
- Numerical 2 - Bearing Capacity
- Numerical 3 - Bearing Capacity
- Numerical 4 - Bearing Capacity
- Numerical 5 - Bearing Capacity
- Numerical 6 - Bearing Capacity
- Numerical 7 - Bearing Capacity
- Numerical 8 - Bearing Capacity
- Numerical 9 - Bearing Capacity
- Numerical 10 - Bearing Capacity
- Numerical 11 - Bearing Capacity
- Numerical 12 - Bearing Capacity
- Numerical 13 - Bearing Capacity
- Numerical 14 - Bearing Capacity
- Numerical 15 - Bearing Capacity
- Numerical 16 - Bearing Capacity
- Numerical 17 - Bearing Capacity
- Numerical 18 - Bearing Capacity
- Numerical 19 - Bearing Capacity
- Numerical 20 - Bearing Capacity
- Numerical 1 - Deep Foundation
- Numerical 2 - Deep Foundation
- Numerical 3 - Deep Foundation
- Numerical 4 - Deep Foundation
- Numerical 5 - Deep Foundation
- Numerical 6 - Deep Foundation
- Numerical 7 - Deep Foundation
- Numerical 8 - Deep Foundation
- Numerical 9 - Deep Foundation
- Numerical 10 - Deep Foundation

- Introduction
- Sieve Analysis & Sedimentation Analysis
- Grain Size Distribution Curve
- Density Index
- Introduction to Consistency Limits
- Determination of Liquid & Plastic Limits
- Determination of Shrinkage Limit
- Plasticity, Liquidity and Consistency Limits
- Shrinkage Parameters
- Toughness Index, Activity of Oils
- Index Properties - Numericals Part 1
- Index Properties - Numericals Part 2
- Index Properties - Numericals Part 3
- Index Properties - Numericals Part 4

- Introduction of Consolidation
- Types of Consolidated Soils
- Determination of Void Ratio
- Compressibility Parameters
- Immediate Settlement
- Consolidation Settlement
- Terzaghi's One Dimensional Consolidation
- Degree of Consolidation
- Determination of Coefficient of Consolidation
- Consolidation Numericals Part 1
- Consolidation Numericals Part 2
- Consolidation Numericals Part 3
- Consolidation Numericals Part 4
- Consolidation Numericals Part 5
- Consolidation Numericals Part 6

- Introduction
- Mohr's Circle-Stress at a Point
- Mohr, Coulomb and Terzaghi Theories
- Graphical Representation
- Measurement of Shear Strength
- Tri-Axial Shear Test
- Types of Tri-Axial Test Based on Drainage Conditions
- Unconfined Compression Test
- Vane Shear Test
- Pore Water Pressure Parameters
- Stress Path, Liquefaction and Thixotropy of Clays
- Shear Strength Numericals Part 1
- Shear Strength Numericals Part 2
- Shear Strength Numericals Part 3
- Shear Strength Numericals Part 4
- Shear Strength Numericals Part 5

- Questions on Three Phase System and Relationships Part 1
- Questions on Three Phase System and Relationships Part 2
- Questions on Three Phase System and Relationships Part 3
- Questions on Three phase system and Relationships Part 4
- Questions on Three phase system and Relationships Part 5
- Questions on Three phase system and Relationships Part 6
- Questions on Soil Classification - Part 1
- Questions on Soil Classification - Part 2
- Questions on Permeability of Soils - Part 1
- Questions on Permeability of Soils - Part 2
- Questions on Seepage Pressure
- Questions on Compaction of Soils
- Questions on Consolidation - Part 1
- Questions on Consolidation - Part 2
- Questions on Consolidation - Part 3
- Questions on Consolidation - Part 4
- Questions on Consolidation - Part 5
- Questions on Shear Strength - Part 1
- Questions on Shear Strength - Part 2
- Questions on Shear Strength - Part 3
- Questions on Shear Strength - Part 4

Professor Pasupuleti Naga Mohan is a post graduate from IIT Guwahati with four years of teaching experience in various platforms. He has an expertise in the branch of Civil Engineering. Being a keen learner, he is always up to date with every new tools & techniques used in the field of teaching. His teaching methodology involves technology tools like presentations, videos, and worksheets to teach students. Some of his achievements include clearing GATE (2014) with AIR 534. At present, he is working in VJIT, Hyderabad as an assistant professor. His primary subjects are Engineering Mechanics, Strength of Materials, Geo-Technical Engineering, Foundation Engineering, Structural Analysis, RCC Structures, Steel Structures and secondary subjects include Transportation Engineering and Fluid Mechanics. His teaching philosophy lies in the purpose of educating to fill the mind with facts and to teach the students to think logically yet uniquely.

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