it is the force of attractioon between the particles binding them togeth er. cohesion is present in clays and silts but is n ormally absent in sands and gravels.Cohesio n (C), is a measure of the forces that cement particles of soils
Angle of Repose determ ined by:
· Particle size (hig her for large particles)
· Particle shape (higher for angular shapes)
· Shear strength (h igher for higher shear strength)
Gravity generates stresses (force per unit area) in the ground at different points. Stress on a plane at a given point is viewed in terms of two components:
1 Normal stress (?): acts normal to the plane and tend s to compress soil grains towards each oth er (volume change)
2Shear stress (?): a cts tangential to the plane and tends to slide grains relative to each other (distortion and ulti mately sliding failure)
3Factors Influenci ng Shear Strength:
The shearing strength is affected by:
· Soil composition: mineralogy, grain size and grain size distribution, shape of particles, pore fl uid type and content, ions on grain and in pore fluid.
· Initial state: State can be describe by terms such as: loose, dense, over-consolidated, no rmally consolidated, stiff, soft, etc.
· Structure: Refers to the arrangement of particles within the soil mass; the manner in whic h the particles are packed or distributed. Feaatures such as layers, voids, pockets, cementation, etc, are part of the structure.
4 Formulation of Shear Strength of Soil:
· In reality, a com plete shear strength formulation would acco unt for all previously stated factors.
Soil behavior is quite complex due to the possible variables s tated.
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