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Factors Affecting Soil Compaction

By: Haseeb Jamal / On: Oct 03, 2019 / Factors Affecting
Factors Affecting Soil Compaction

Factors Affecting Soil Compaction

Following are the factors affecting Soil Compaction:

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

Effects of different factors on compaction of soil

Water content:

As water is added to a soil (at low moisture content) it becomes easier for the particles to move past one another during the application of the compacting forces. As the soil compacts, the voids are reduced and this causes the dry unit weight (or dry density) to increase. Then, as the moisture content increases so does the dry unit weight. However, the increase cannot occur indefinitely because the soil state approaches the zero air voids line which gives the maximum dry unit weight for a given moisture content. Thus, as the state approaches the zero air voids line further moisture content increase must result in a reduction in dry unit weight. As the state approaches the no air voids line a maximum dry unit weight is reached and the moisture content at this maximum is called the optimum moisture content.

Also See: Foundation Engineering

Increased compactive effort

Increased compactive effort enables greater dry unit weights to be achieved. Because of the shape of the no air voids line, the dry unit weights must occur at lower optimum moisture contents. It should be noted that for moisture contents greater than the optimum the use of heavier compaction machinery will have only a small effect on increasing dry unit weights. For this reason it is important to have good control over moisture content during compaction of soil layers in the field.

Effects of soil type

The table below contains typical values for the different soil types obtained from the Standard Compaction Test.

Typical Compaction Values

Type of Soil

(g dry )max (kN/ m3)

m opt (%)

Well graded sand SW

22

7

Sandy clay SC

19

12

Poorly graded sand SP

18

15

Low plasticity clay CL

18

15

Non plastic silt ML

17

17

High plasticity clay CH

15

25

Note that these are typical values. Because of the variability of soils it is not appropriate to use typical values in design, tests are always required.

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