Soil Aggregate, Plasticity, And Classification
Introduction
Soil: Separate Size Limits
Clay Minerals
Nature Of Water In Clay
Repulsive Potential
Repulsive Pressure
Flocculation And Dispersion Of Clay Particles
Salt Flocculation And Non Salt Flocculation
Consistency Of Cohesive Soils
Liquid Limit
Plastic Limit
Advanced Soil Mechanics
Liquidity Index
Activity
Grain-Size Distribution Of Soil
Weight–Volume Relationships
Relative Density And Relative Compaction
Relationship Between E Max And E Min
Soil Classification Systems
Unified System
AASHTO Classification System
Compaction
Standard Proctor Compaction Test
Modified Proctor Compaction Test
Empirical Relationships For Proctor Compaction Tests
References
Stresses And Strains: Elastic Equilibrium
Introduction
Basic Definition And Sign Conventions For Stresses
Equations Of Static Equilibrium
Concept Of Strain
Hooke’s Law
Plane Strain Problems
Compatibility Equation
Stress Function
Compatibility Equation In Polar Coordinates
Equations Of Compatibility For Three-Dimensional Problems
Stresses On An Inclined Plane And Principal
Advanced Soil Mechanics
Stresses For Plane Strain Problems
Transformation Of Stress Components From
Polar To Cartesian Coordinate System
Principal Stress
Mohr’s Circle For Stresses
Pole Method For Finding Stresses
On An Inclined Plane
Strains On An Inclined Plane And Principal
Strain For Plane Strain Problems
Stress Components On An Inclined Plane, Principal
Stress, And Octahedral Stresses: Three-Dimensional Case
Stress On An Inclined Plane
Transformation Of Axes
Principal Stresses
Octahedral Stresses
Strain Components On An Inclined Plane, Principal
Strain, And Octahedral Strain: Three-Dimensional Case
Stresses And Displacements In A Soil Mass:
Two-Dimensional Problems
Introduction
Vertical Line Load On The Surface
Displacement On The Surface
Vertical Line Load On The Surface Of A Finite Layer
Vertical Line Load Inside A Semi-Infinite Mass
Horizontal Line Load On The Surface
Advanced Soil Mechanics
Horizontal Line Load Inside A Semi-Infinite Mass
Uniform Vertical Loading On An Infinite Strip On The Surface
Vertical Displacement At The Surface
Uniform Strip Load Inside A Semi-Infinite Mass
Uniform Horizontal Loading On An
Infinite Strip On The Surface
Horizontal Displacement At The Surface
Triangular Normal Loading On An
Infinite Strip On The Surface
Vertical Deflection At The Surface
Vertical Stress In A Semi-Infinite Mass
Due To Embankment Loading
References
Stresses And Displacements In A Soil Mass:
Three-Dimensional Problems
Introduction
Stresses Due To A Vertical Point Load On The Surface
Deflection Due To A Concentrated Point Load At The Surface
Horizontal Point Load On The Surface
Vertical Stress Due To A Line Load Of Finite Length
Stresses Below A Circularly Loaded Flexible
Area (Uniform Vertical Load)
Vertical Displacement Due To Uniformly
Loaded Circular Area At The Surface
Vertical Stress Below A Rectangular
Loaded Area On The Surface
Deflection Due To A Uniformly Loaded
Advanced Soil Mechanics
Flexible Rectangular Area
Stresses In A Layered Medium
Vertical Stress At The Interface Of A
Three-Layer Flexible System
Vertical Stress In Wester Material
Due To A Vertical Point Load
Solutions For Vertical Stress In Material
Distribution Of Contact Stress Over Footings
Foundations Of Clay
Foundations On Sand
Reliability Of Stress Calculation Using
The Theory Of Elasticity
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