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Particle Size Analysis of Soil — Global Lab India
NABL Accredited · Geotechnical Testing Service

Particle Size Analysis of Soil
(Sieve Analysis — IS 2386 / IS 2720 Part 4)

Mechanical sieve analysis of coarse-grained soils and granular fill materials per IS 2720 Part 4 — determining gravel, sand and fines content for soil classification, compaction and pavement sub-base design.

IS 2720 Pt.4
Standard
±2%
Accuracy
3 Days
Report TAT
NABL
Accredited
NABL Accredited Lab · ISO/IEC 17025:2017
Digital Reports via Autovity QLMS
Pan-India · 7 Lab Locations
Est. 2009 · 20,000+ Projects

What is the Particle Size Analysis of Soil?

Particle Size Analysis by Sieve determines the size distribution of coarse-grained soil fractions (gravel and sand) by passing oven-dried soil through a nest of IS sieves in a mechanical shaker. The mass retained on each sieve is weighed and percentage finer (passing) is calculated and plotted as a cumulative particle size distribution curve.

Conducted as per IS 2720 Part 4 for coarse fractions and IS 2386 Part 1 for aggregate grading, sieve analysis is used for granular soil classification (GW, GP, SW, SP per IS 1498), sub-base and base course grading compliance (WBM, WMM, GSB per MORTH), filter design and construction fill specification. For fine fractions (<75μm), hydrometer analysis is added for complete combined PSD.

IS Sieve Series — 80mm to 75μm
Complete sieve set from 80mm down to 75μm per IS 460 sieve series.
Mechanical Sieve Shaker
Automated sieve shaker — 10-minute standard shaking time for consistent results.
D10, D30, D60 and Cu, Cc
Effective size and uniformity coefficient calculated for soil classification.
MORTH Grading Compliance
Results plotted against MORTH grading envelopes for WBM, WMM, GSB acceptance.
NABL Certified Reports
All test and calibration results are backed by traceable measurements and standardized procedures.
Upgrade to Full PSD
Hydrometer analysis added for soils with >12% fines for complete combined PSD curve.

How the Particle Size Analysis of Soil is Conducted

  • 1
    Sample Preparation
    Soil oven-dried at 105°C. Mass weighed. Sample washed through 75μm sieve to remove fines if required.
  • 2
    Sieve Assembly
    IS sieve series assembled in descending order — coarsest at top, pan at bottom.
  • 3
    Mechanical Sieving
    Dried sample placed on top sieve. Sieve shaker run for 10 minutes.
  • 4
    Weighing
    Mass retained on each sieve weighed to 0.1g. Pan mass (fines) recorded.
  • 5
    PSD Curve & Report
    % finer calculated for each sieve. PSD curve plotted on semi-log graph. D10, D30, D60 read. Cu and Cc calculated. NABL report within 3 days.

Applicable Test Standards

Standard Title Scope Type
IS 2720 Part 4 Methods of Test for Soils — Grain Size Analysis Soil PSD Indian Standard
IS 2386 Part 1 Methods of Test for Aggregates — Particle Size and Shape Aggregate PSD Indian Standard
IS 1498 Classification and Identification of Soils for General Engineering Purposes Soil Classification Indian Standard
MORTH Specifications for Road and Bridge Works — Aggregate Grading Tables Road Aggregate MORTH

Where is the Particle Size Analysis of Soil Used?

Granular soil classification for site investigation reports
MORTH aggregate grading compliance for GSB, WMM, WBM and CRM
Filter design particle size for drainage and retaining wall systems
Backfill material classification for retaining walls and buried pipes
Granular sub-base aggregate source approval testing
Particle size distribution for permeability estimation using Hazen's formula

Our Advantages

NABL Accredited ReportsLegally valid IS 2720 Part 4 / IS 2386 sieve analysis certificates.
MORTH Grading PlotsPSD curves overlaid on MORTH grading envelopes for direct pass/fail assessment.
Upgrade to Full PSDHydrometer analysis seamlessly added for soils with significant fines content.
Fast 3-Day ReportSieve analysis and NABL report within 3 working days.
Pan-India CoverageGeotechnical lab at all 7 NABL-accredited locations.
Combined Aggregate PackageSieve analysis + Atterberg + Specific gravity + Compaction as complete package.
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