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18 Cards in this Set

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Shear stress of soil

Is the capacity of soil to resist shearing stresses.


Shear strength

The maximum value of shear stress that can be mobilised within a soil mass.

The component which acts along plane ( concept of stress)

Tangential stress

The normal component that acts normal to sectional plane is


(concept of stress )

Direct stress

Which stress is responsible for shearing of the material and hence Referred as Shearing stress.


Tangential stress

Shear resistance /shear strength of a soil is

The property of soil that enables the soil mass to keep it's equilibrium when it's surface is not level or under any loading situation that is producing shearing stress

Soil derives it's shearing strength from

1. Resistance due to interlocking of the particles.


2. Frictional resistance between the individual grains, which may be sliding friction, rolling friction or both


3. Adhesion between soil particles or cohesion.

Granular soil may derive their shear strength from

Interlocking and friction

Cohesive soils may derive their shear strength from


Friction and cohesion

Highly plastic clays as their source of shear strength is

Cohesion only.

In a stressed soil mass shear failure can occur

Along any plane

At any stressed point, there exist

Three mutually perpendicular planes

When three mutually perpendicular planes on which there are no shearing stresses acting is called

Principal planes.

The normal stresses acting on these mutually perpendicular planes are called as

Principal stresses

In two dimensional stress system the major and minor principle planes occur on

Horizontal and vertical direction.

Diagram

The locus of stress coordinates ( normal and shear) for all planes through a point is

Circle, called the Mohr circle of stress.

When principle stresses are equal to each other, the radius of the mohr circle becomes

Zero, which means that shear stresses vanish on all planes. Such a point is called ISOTROPIC point.

Important

Diagram