Modes of Shear Failure of Soil | General, Local, Punching Shear Failure

Shear failure of Soil

There are three modes of shear failure of soil, i.e. General, Local and Punching shear failures depending upon the compressibility of soil and depth of footing with respect to its breadth (i.e D/B Ratio). When the ultimate bearing capacity of the soil is reached, it may fail in one of the following three failure mode depending upon the type of soil and depth to width ratio of the footing (i.e. D/B)

1. General Shear Failure
2. Local Shear Failure
3. Punching Shear Failure

1. General Shear Failure

• In this mode a slight downward movement of the footing develops fully plastic zones and a sudden failure takes place with a considerable bulging of the ground surface adjacent to the footing.
• Characterized by well defined failure pattern, consisting of a wedge and slip surface and bulging (heaving) of soil surface adjacent to the footing.
• In general shear failure of soil, sudden collapse occurs, accompanied by tilting of the footing.
• This type of failure occurs in case of dense sand or stiff cohesive soil supporting the footing.
• Failure load is well defined in this case.
• The load-settlement diagram is similar to stress-strain for dense sand or over-consolidated clay as shown.
• The ultimate load is well defined on this curve as shown typically in figure given below

Also Read: Purpose of Foundation | Steel Structure Failure | Soil Bearing Capacity Analysis

2. Local shear failure

In this type of shear failure of soil, the failure pattern consists of wedge and slip surface but is well defined only under the footing. Slight bulging of soil surface occurs. Tilting of footing is not expected.

• In this mode a large deformation takes place under the footing before the development of failure zones, i.e. large vertical settlement takes place before slight bulging of the ground surface.
• Tilting of footing is not expected.
• Ultimate load is not well defined in local shear failure.
• It takes place in moderately compressible soils or loose sand i.e occurs in soil of high compressibility.
• Yielding takes place close to the lower edges of the footing.
• Several yield developments may occur accompanied by settlement in a series of jerks.
• The bearing pressure at which the first yield takes place is referred to as the first-failure pressure or first failure load.

Also See: GeoTechnical Engineering

3. Punching shear failure

• Failure pattern is not well defined in punching shear failure of soil.
• No bulging of ground surface and no tilting of footing occurs.
• The yield surfaces are vertical planes immediately adjacent to the sides of the foundation.
• The ground surface may be dragged down thus, no bulging of the surface takes place.
• Failure take place immediately below footing and surrounding soil remains relatively unaffected
• Large settlements-ultimate load is not well defined.
• Punching Shear Failure takes place in weak compressible soils with considerable vertical settlement i.e Occurs in soil of very high compressibility.
• It also occurs in the soil of low compressibility, if the foundation is located at considerable depth.
• After the first yield the load-settlement curve will steepen slightly, but remain fairly flat.
• Punching Shear Failure may also take place in soil of low compressibility, if the foundation is located at a considerable depth.