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Direct Shear Strength Test — Global Lab India
NABL Accredited · Geotechnical Testing Service

Direct Shear Strength Test
(IS 2720 Part 13 — Shear Parameters)

Laboratory determination of the shear strength parameters (cohesion c and angle of internal friction φ) of soils using the direct shear test — essential for slope stability analysis, retaining wall design and bearing capacity calculations.

IS 2720 Pt.13
Standard
±5%
Accuracy
5 Days
Report TAT
NABL
Certified Reports
NABL Accredited Lab · ISO/IEC 17025:2017
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Pan-India · 7 Lab Locations
Est. 2009 · 20,000+ Projects

What is the Direct Shear Strength Test?

The Direct Shear Test measures the shear strength of a soil specimen by applying a normal load and inducing shear failure along a predetermined horizontal plane. A 60×60mm (or 100×100mm) specimen is confined in a split shear box; a vertical (normal) load is applied and a horizontal shear force is applied at a constant rate of strain until failure. Tests at 3 different normal stresses yield the Mohr-Coulomb failure envelope.

Conducted as per IS 2720 Part 13, three specimens are tested at different normal stresses (typically 0.5, 1.0 and 2.0 kg/cm²). The shear stress at failure vs normal stress is plotted on a shear stress vs normal stress graph and the best-fit line gives cohesion (c) — intercept, and angle of internal friction (φ) — slope. Global Lab conducts consolidated drained (CD) tests for drained shear parameters.

c and φ from Mohr-Coulomb Envelope
Cohesion (c) and friction angle (φ) from 3-point failure envelope per IS 2720 Part 13.
60×60mm and 100×100mm Box
Both standard and large direct shear boxes available for different soil types.
Consolidated Drained (CD) Test
Drained shear parameters for long-term stability analysis.
Strain-Controlled Shearing
Motor-driven strain-controlled horizontal displacement — 1.25mm/min standard rate.
NABL Certified Reports
All test and calibration results are backed by traceable measurements and standardized procedures.
Peak & Residual Strength
Both peak and residual (post-failure) shear strength parameters reported.

How the Direct Shear Strength Test is Conducted

  • 1
    Specimen Preparation
    3 specimens prepared at same density and water content. Placed in direct shear box in 2 halves.
  • 2
    Normal Load Application
    Normal loads equivalent to 3 different vertical stresses applied (e.g., 0.5, 1.0, 2.0 kg/cm²). Specimens consolidated under normal load.
  • 3
    Shear Test
    Horizontal shear force applied at 1.25mm/min. Shear force and horizontal displacement recorded continuously.
  • 4
    Shear Stress at Failure
    Peak shear stress identified from shear force vs displacement curve for each normal stress.
  • 5
    Mohr-Coulomb Plot & Report
    τ vs σ plotted. Best-fit line gives c (y-intercept) and φ (angle). NABL report within 5 days.

Applicable Test Standards

Standard Title Scope Type
IS 2720 Part 13 Methods of Test for Soils — Direct Shear Test Direct Shear Indian Standard
IS 1498 Classification and Identification of Soils for General Engineering Purposes Soil Classification Indian Standard
IS 6403 Code of Practice for Determination of Bearing Capacity of Shallow Foundations Bearing Capacity Indian Standard
ASTM D3080 Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions Direct Shear ASTM

Where is the Direct Shear Strength Test Used?

Slope stability analysis for road cuttings, embankments and natural slopes
Retaining wall design — active and passive earth pressure calculation
Shallow foundation bearing capacity analysis using Terzaghi or Meyerhof equations
Pile lateral load analysis in cohesive soils
Failure investigation of embankments, cuttings and natural slope failures
Sand and gravel friction angle determination for granular fill design

Our Advantages

NABL Accredited ReportsLegally valid IS 2720 Part 13 shear parameter certificates for geotechnical design.
Both c and φ DeterminedComplete Mohr-Coulomb failure envelope from 3-point test series.
Peak & Residual StrengthPost-failure residual strength reported alongside peak — important for progressive failure analysis.
Fast 5-Day Report3-specimen direct shear test series and NABL report within 5 days.
Pan-India CoverageGeotechnical lab at all 7 NABL-accredited locations.
Combined Foundation PackageDirect shear + UCS + Atterberg + PSD as complete geotechnical characterisation.
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