Soil Compaction

Soil Compaction

Compaction is the densification of soil by the removal of air through the application of mechanical energy. It improves the engineering properties of the soil, such as increasing shear strength, reducing compressibility, and decreasing permeability.

Laboratory Compaction Tests

Standard Proctor Test (ASTM D698)

  • Hammer weight: 2.5 kg (5.5 lb)
  • Drop height: 305 mm (12 in)
  • No. of layers: 3
  • Blows per layer: 25
  • Energy: 600kNm/m3600 \, kN-m/m^3 (12,400ftlb/ft312,400 \, ft-lb/ft^3)

Modified Proctor Test (ASTM D1557)

  • Hammer weight: 4.54 kg (10 lb)
  • Drop height: 457 mm (18 in)
  • No. of layers: 5
  • Blows per layer: 25
  • Energy: 2,700kNm/m32,700 \, kN-m/m^3 (56,000ftlb/ft356,000 \, ft-lb/ft^3)
  • Used for higher load applications (airfields, highways).

Compaction Curve

A plot of dry unit weight (γd\gamma_d) vs. water content (ww).

  • Maximum Dry Unit Weight (γd,max\gamma_{d,max}): The peak of the curve.
  • Optimum Moisture Content (OMC): The water content at which γd,max\gamma_{d,max} is achieved.
  • Zero Air Voids (ZAV) Curve: Theoretical maximum density where S=100%S=100\%. γzav=Gsγw1+wGs\gamma_{zav} = \frac{G_s \gamma_w}{1 + w G_s}

Field Compaction

Field Density Tests

Used to verify if the required compaction is achieved in the field.

  • Sand Cone Method
  • Rubber Balloon Method
  • Nuclear Density Gauge

Relative Compaction (R)

The ratio of field dry unit weight to the maximum laboratory dry unit weight. R=γd,fieldγd,maxlab×100%R = \frac{\gamma_{d,field}}{\gamma_{d,max-lab}} \times 100\% Typical specification: R95%R \ge 95\%.

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