compaction

                                COMPACTION



Compaction  is  the  application  of  mechanical  energy  to  a  soil  to  rearrange  the  particles  and  reduce the  void  ratio.

  1  Purpose  of  Compaction :

 • The  principal  reason  for  compacting  soil  is  to  reduce  subsequent  settlement  under  working  loads. 

•  Compaction  increases  the  shear  strength  of  the  soil. 

 •  Compaction  reduces  the  voids  ratio  making  it  more  difficult  for  water  to  flow  through  soil.   This  is  important  if  the  soil  is  being  used  to  retain  water  such  as  would  be  required  for  an  earth  dam.

  •  Compaction  can  prevent  the  build  up  of  large  water  pressures  that  cause  soil  to  liquefy  during earthquakes.



 2 .  Factors  affecting  Compaction 

•  Water  content  of  the  soil
•  The  type  of  soil  being  compacted 
 •  The  amount  of  compactive  energy used

 3.   Field  specifications :

 To  control  the  soil  properties  of  earth  constructions  (e.g.  dams,  roads)
 it  is  usual  to  specify  that  the  soil  must  be  compacted  to  some  pre-determined  dry  unit  weight.

This  specification  is  usually  that  a  certain  percentage  of  the  maximum  dry  density,   as  found  from  a  laboratory  test  (Standard  or  Modified)  must  be  achieved. 



 For  example  we  could  specify  that  field  densities  must  be  greater  than  98%  of  the  maximum  dry unit weight  as  determined  from  the  Standard  Compaction  Test.

 It  is  then  up  to  the  Contractor  to  select  machinery,  the  thickness  of  each  lift  (layer  of  soil  added)  and to  control  moisture  contents  in  order  to  achieve  the  specified  amount  of  compaction.




There are two principal types of compaction force :

 1. Static Force:

It is simply the dead weight of the equipment. This is done by applying the downward force on the soil surface and compressing the soil particles. Static force is confined to upper soil layers and limited to the appreciable depth. Kneading and Pressure are two basic mechanisms of static compaction.

 2. Vibratory Force:

It is usually an engine drive to create the downward force in addition to the weight of the machine. The vibrating mechanism is usually a rotating eccentric weight of the machine or piston combination. The compactors deliver a rapid sequence of blows to the surfaces, thereby affecting the top layers as well as deeper layers. Vibrations move the material, setting particles in motions and moves them close together for highest density possible.
The different types of compaction equipment used in compaction project depend on the scope of work. The compaction equipment to be used can either be used for some situations or can be a special type which meets the requirements of the particular project.
  • a.Smooth Wheeled Roller
  • b.Sheepsfoot Roller
  • c.Pneumatic Roller
  • d.Vibratory Roller
  • e.Rammer
  • f. Vibratory Plate Compactor.

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