PILE GROUP
PILE GROUP
PILE GROUP
PILE GROUP
LOAD CARRYING CAPACITY OF PILE GROUP
Group Efficiency,
NEGATIVE SKIN FRICTION
NEGATIVE SKIN FRICTION
 Negative friction is a downward shear drag acting on a pile due
to the downward movement of the surrounding compressible soil
relative to the pile.
 Figure shows the pile passing through a
recently constructed cohesive soil fill.The
soil below the fill is completely consolidated
Negative Skin Friction
Negative Skin Friction
soil below the fill is completely consolidated
under its overburden pressure.
FRICTION
FRICTION
NEGATIVE SKIN FRICTION
NEGATIVE SKIN FRICTION
Negative Skin Friction will occur due
to the following reasons:
When the surrounding compressible soil
has been recently filled.
If the fill material is loose cohesion less soil.
By lowering the ground water which
Cont...
Cont...
If the fill material is loose cohesion less soil.
By lowering the ground water which
increases the effective stress causing
consolidation of the soil with resultant
settlement and friction force being
developed on the pile.
It also occurs when the fill is over the peat
or a soft clay stratum.

Cont...
Cont...
Factors governing the selection of piles
Factors governing the selection of piles
 The bearing capacity of soil
 Characters of structure,
 Types of loading
 Length of the pile in relation to the load and type of soil,
 Availability of the materials,
 Installation technique like driven or bored
 Spacing and Symmetry of piles in a group
 Spacing and Symmetry of piles in a group
 Location of pile in the group
 Location of pile cap i.e. above or below soil
 Shape of the pile cap, etc.
 Drainage conditions in soil
 Factors causing deterioration,
 Ease of maintenance,
 Estimated cost of types of piles, taking into account the initial
cost, life expectancy and cost of maintenance and,

Deep foundation - Pile group - load carrying capacity

  • 1.
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     Negative frictionis a downward shear drag acting on a pile due to the downward movement of the surrounding compressible soil relative to the pile.  Figure shows the pile passing through a recently constructed cohesive soil fill.The soil below the fill is completely consolidated Negative Skin Friction Negative Skin Friction soil below the fill is completely consolidated under its overburden pressure.
  • 14.
  • 17.
    Negative Skin Frictionwill occur due to the following reasons: When the surrounding compressible soil has been recently filled. If the fill material is loose cohesion less soil. By lowering the ground water which Cont... Cont... If the fill material is loose cohesion less soil. By lowering the ground water which increases the effective stress causing consolidation of the soil with resultant settlement and friction force being developed on the pile. It also occurs when the fill is over the peat or a soft clay stratum.
  • 18.
  • 19.
    Factors governing theselection of piles Factors governing the selection of piles  The bearing capacity of soil  Characters of structure,  Types of loading  Length of the pile in relation to the load and type of soil,  Availability of the materials,  Installation technique like driven or bored  Spacing and Symmetry of piles in a group  Spacing and Symmetry of piles in a group  Location of pile in the group  Location of pile cap i.e. above or below soil  Shape of the pile cap, etc.  Drainage conditions in soil  Factors causing deterioration,  Ease of maintenance,  Estimated cost of types of piles, taking into account the initial cost, life expectancy and cost of maintenance and,