Introduction:-
Dynamic:- Repeated
application of dead load and this is better for coarse-grained soils.
Static:- Steady increase of static load and this is better for fine-grained soils.
Difference
between Compaction and Consolidation
Compaction:-
i.
Instantaneous
phenomenon
ii.
Soil
is unsaturated
iii.
Reduction
in the volume of air voids at given water content
Consolidation:-
i.
Time
dependent phenomenon
ii.
Soil
is completely saturated
iii.
Volume
reduction is due to the expulsion of pore water from voids
iv.
it’s
occur on account of a load placed on the soil
Advantage of
compaction
i.
Increase
in shear strength of soil
ii.
Improve
stability and bearing capacity of soil
iii.
Reduction
in compressibility and permeability of the soil
iv.
Increase
load-carrying capacity of soil subgrade
v.
Prevention
of determental settlements
vi.
Prevention
also, undesirable volume changes through swelling and shrinkage
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