**Advanced Soil Mechanics 3rd Edition**

##### Contents

- Clay Minerals
- Nature Of Water In Clay
- Repulsive Potential
- Repulsive Pressure
- Flocculation And Dispersion Of Clay Particles
- Consistency Of Cohesive Soils
- Advanced Soil
- Liquidity Index
- Activity
- Grain-Size Distribution Of Soil
- Weight–Volume Relationships
- Relative Density And Relative Compaction
- Effect Of Roundness And Non Plastic Fines On E-Max And E-Min For
- Granular Soils
- Unified Soil Classification System
- STRESSES AND STRAINS—ELASTIC
- EQUILIBRIUM
- Basic Definition And Sign Conventions For Stresses
- Equations Of Static Equilibrium
- Concept Of Strain
- Hooke’s Law
- Plane Strain Problems
- Equations Of Compatibility For Three-Dimensional Problems
- Stresses On An Inclined Plane And Principal Stresses For Plane Strain
- Strains On An Inclined Plane And Principal Strain For Plane Strain

##### Stress Components On An Inclined Plane, Principal Stress

- Octahedral Stresses—Three-Dimensional Case
- Strain Components On An Inclined Plane, Principal Strain, And i>
- Octahedral Strain—Three-Dimensional Case
- STRESSES AND DISPLACEMENTS IN A SOIL
- TWO-DIMENSIONAL PROBLEMS
- Vertical Line Load 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
- Horizontal Line Load Inside A Semi-Infinite Mass
- Uniform Vertical Loading On An Infinite Strip On The Surface
- Uniform Strip Load Inside A Semi-Infinite Mass
- Uniform Horizontal Loading On An Infinite Strip On The Surface
- Triangular Normal Loading On An Infinite Strip On The Surface
- Vertical Stress In A Semi-Infinite Mass Due To Embankment Loading
- THREE-DIMENSIONAL PROBLEMS
- Advanced Soil
- 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
- Stresses Below A Circularly Loaded Flexible Area (Uniform
- 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 Flexible Rectangular Area