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Drying Shrinkage of Soil — Global Lab India
NABL Accredited · Geotechnical Testing Service

Drying Shrinkage of Soil
(Shrinkage Limit — IS 2720 Part 6)

Laboratory determination of shrinkage limit, shrinkage ratio and volumetric shrinkage of fine-grained soils per IS 2720 Part 6 — assessing drying shrinkage potential for foundation design on expansive and fine-grained soils.

IS 2720 Pt.6
Standard
±2%
Accuracy
5 Days
Report TAT
NABL
Accredited
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What is the Drying Shrinkage of Soil?

The Shrinkage Limit (SL) is the water content below which further reduction in water content does not cause any decrease in the volume of the soil mass. Below the shrinkage limit, the soil is fully saturated and further drying causes cracking rather than further volume reduction. The shrinkage limit is the lowest of the Atterberg limits and completes the consistency index picture along with PL and LL.

Conducted as per IS 2720 Part 6, the shrinkage limit test involves drying a wet soil pat in a shrinkage dish, measuring the volume change using mercury displacement, and calculating the shrinkage limit from the mass-volume relationship. Shrinkage Ratio (SR) and Volumetric Shrinkage (VS) are also calculated. Global Lab tests shrinkage parameters in our NABL-accredited geotechnical laboratory.

Shrinkage Limit Determination
Water content at which soil volume becomes constant on further drying per IS 2720 Part 6.
Mercury Displacement Volume
Precise volume measurement of shrinkage dish specimen using mercury displacement method.
Shrinkage Ratio (SR)
SR = ratio of volume change to weight change — used for volumetric shrinkage calculation.
Volumetric Shrinkage (VS)
VS = decrease in volume from wet to dry state as % of dry volume.
NABL Certified Reports
All test and calibration results are backed by traceable measurements and standardized procedures.
Combined Atterberg Suite
Shrinkage limit tested alongside LL and PL for complete consistency limits profile.

How the Drying Shrinkage of Soil is Conducted

  • 1
    Specimen Preparation
    Soil mixed with distilled water to just above liquid limit consistency. Filled into greased shrinkage dish (45mm dia × 12mm deep) in 3 layers, tapped to remove air.
  • 2
    Drying
    Specimen air-dried until colour changes from dark to light (surface drying complete). Then oven-dried at 105°C to constant mass.
  • 3
    Dry Volume by Mercury Displacement
    Dry soil pat placed in mercury-filled container. Mercury displaced by soil measured — volume = mercury mass / 13.6.
  • 4
    Wet Volume Calculation
    Wet volume = volume of shrinkage dish. Dry volume from mercury displacement.
  • 5
    SL, SR, VS Calculation & Report
    SL = w - [(Vw-Vd)/Md × 1] × 100. SR = Md/Vd × 1/Gw. VS = (Vw-Vd)/Vd × 100. NABL report within 5 days.

Applicable Test Standards

Standard Title Scope Type
IS 2720 Part 6 Methods of Test for Soils — Determination of Shrinkage Factors Shrinkage Limit Indian Standard
IS 2720 Part 5 Methods of Test for Soils — Determination of Liquid and Plastic Limit Atterberg Limits Indian Standard
IS 1498 Classification and Identification of Soils for General Engineering Purposes Soil Classification Indian Standard
ASTM D4943 Standard Test Method for Shrinkage Factors of Cohesive Soils by the Wax Method Shrinkage Test ASTM

Where is the Drying Shrinkage of Soil Used?

Foundation design on fine-grained soils prone to seasonal shrinkage and cracking
Assessment of desiccation cracking potential of compacted clay liners
Expansive soil characterisation — shrinkage limit combined with FSI and LL
Highway subgrade assessment for soils with high volumetric shrinkage
Stabilisation design — lime/cement dosage for high shrinkage soils
Geotechnical investigation of sites with evidence of desiccation cracking

Our Advantages

NABL Accredited ReportsLegally valid IS 2720 Part 6 shrinkage certificates for geotechnical design.
Mercury Displacement PrecisionAccurate volume measurement using calibrated mercury displacement apparatus.
Combined Atterberg SuiteShrinkage limit + LL + PL = complete consistency limits profile in one submission.
Fast 5-Day ReportShrinkage limit test and NABL report within 5 days.
Pan-India CoverageGeotechnical lab at all 7 NABL-accredited locations.
Expansive Soil PackageShrinkage limit + FSI + Atterberg limits for complete expansive soil assessment.
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