IS 44341978AI Search Enabled✦ AI Generated

Code of practice for in-situ vane shear test for soils

IS 4434:1978 provides the code of practice for conducting in-situ vane shear tests on soils, primarily saturated clays of soft to medium consistency. It specifies the equipment requirements, test procedures, and calculation methods to determine the shear strength of soils on site, minimizing sampling disturbances. This standard is essential for geotechnical engineers and soil investigators assessing soil stability for foundation design and earthworks.

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1978Edition
Soil and Foundation EngineeringCategory
Alternative search terms: IS 4434 PDF, IS 4434 pdf free download, IS 4434 free download pdf, IS4434 PDF, IS-4434 PDF, IS 4434 1978 PDF, IS 4434:1978 PDF, IS 4434-1978 PDF, IS 4434 (1978) PDF, IS 4434 1978 edition PDF, IS 4434 edition 1978 PDF

What This Standard Covers

IS 4434:1978 provides the code of practice for conducting in-situ vane shear tests on soils, primarily saturated clays of soft to medium consistency. It specifies the equipment requirements, test procedures, and calculation methods to determine the shear strength of soils on site, minimizing sampling disturbances. This standard is essential for geotechnical engineers and soil investigators assessing soil stability for foundation design and earthworks.

Who Uses This Standard

  • Geotechnical Engineers
  • Soil Investigators
  • Foundation Design Engineers
  • Civil Engineers
  • Construction Project Managers
  • Geologists
  • Laboratory Soil Testing Specialists

Key Topics Covered

Purpose and scope of vane shear testing
Equipment specifications including vane dimensions and torque applicators
Test procedures for borehole and direct surface penetration methods
Calibration and maintenance of testing apparatus
Calculation of soil shear strength from torque measurements
Guidelines for rod and extension pipe usage
Data recording and result interpretation
Selection criteria for torque applicators based on expected soil strength
Handling and positioning of vane in boreholes
Correction factors for rod twist and friction
Safety and operational precautions during testing
Use of protecting shoes and guides for centralizing rods

Table of Contents

1Scope

IS 4434: Scope & Key Specifications for Vane Shear Test Instrument

Scope Highlights

  • Instrument must apply torque through the rod string and measure it accurately.
  • Angular rotation reading device required at the upper end of the extension rod.
  • Torque applicator speed control to maintain 0.1º/s rotation rate.
  • Friction of torque applicator should be negligible and checked periodically.

Key Table: Selection of Torque Applicator (Table 1)

Estimated Shear Strength (kN/m²)10203040506070
Shear Strength (kgf/cm²)0.10.20.30.40.50.60.7
Suitable Vane Diameter (mm)All sizes except 100 mm for 30 kN/m²; 37.5 & 50 mm for 60 & 70 kN/m²
  • Torque applicator capacity considered: 600 kgf.cm (60 N.m)
  • Larger shear strengths require smaller vane sizes (37.5 & 50 mm).

Important Formula (Clause 5.2.1)

For vane height ( H = 2D ) (where ( D ) is vane diameter):

[ S = \frac{3M}{11D^3} \times 10^3 \quad \text{(S in kgf/m²)} ]

  • ( M ) = Torque applied (kgf.cm)
  • ( D ) = Vane diameter (cm)

Summary Diagram

flowchart TD
    A[Apply Torque M] --> B[Measure Angular Rotation]
    B --> C[Calculate Shear Strength S]
    C --> D[Use formula: S = (3M)/(11D³) × 10³]
    D --> E[Select Torque Applicator from Table 1]

References:

  • IS 4434 Clause 2.1.2.1 & Table 1
  • IS 4434 Clause 5.2.1 formula for shear strength calculation
  • Torque applicator speed: 0.1º/s
2Apparatus and Equipment

IS 4434: Apparatus & Equipment for Vane Shear Test


Key Specifications:

  • Torque Applicator Capacity: 60 N·m (600 kgf·cm) standard.
  • Rotation Speed: Controlled at 0.1º/s.
  • Friction: Should be negligible; check periodically.
  • Angular Rotation Measurement: Required at the upper end of the extension rod.
  • Jacking Arrangement: For pushing shoe and vane where required.
  • Calibration: Apparatus must be checked and calibrated as needed.

Important Table: Selection of Torque Applicator (Clause 2.1.2.1)

Estimated Shear Strength (kN/m²)10203040506070
Shear Strength (kgf/cm²)0.10.20.30.40.50.60.7
Suitable Vane Diameter (mm)All sizes except 100 mmAll sizes except 100 mmAll sizes except 100 mmAll sizes except 100 & 75 mmAll sizes except 100 & 75 mm37.5 & 50 mm sizes only37.5 & 50 mm sizes only

Additional Notes:

  • Extension pipe connections and flushing holes are provided as per Fig. 2 (Typical Vane Protecting Shoe).
  • Maintain test records per Appendix A format.
  • Apparatus calibration and friction checks are essential for accuracy.

Formula for Torque (T):

[ T = \tau \times A \times r ]

Where:

  • ( \tau ) = shear strength (kN/m²)
  • ( A ) = area of vane (m²)
  • ( r ) = radius of vane (m)

This ensures correct selection and operation of equipment for reliable vane shear testing.

3Procedure of Testing

IS 4434: Procedure of Testing - Key Points

1. Records & Documentation (Clause 4.1)

  • Maintain detailed records of vane shear tests using Appendix A proforma.
  • Include all relevant test data for traceability.

2. Torque Applicator Specifications (Clause 2.1.2.1 & Table 1)

  • Torque applicator must:
    • Apply torque through rods to the vane.
    • Measure torque and angular rotation.
    • Control rotation speed at 0.1º/s.
    • Have negligible friction (periodically checked).
  • Select torque applicator capacity based on estimated soil shear strength:
Estimated Shear Strength (kN/m²)10203040506070
Torque Applicator Capacity (kgf.cm)600600600600600600600
Suitable Vane Diameter (mm)All sizes except 100 mmAll sizes except 100 mmAll except 100 mmExcept 100 & 75 mmExcept 100 & 75 mm37.5 & 50 mm37.5 & 50 mm

3. Test Procedure Notes

  • Final test values should be rounded off as per IS 2-1960.
  • Calibration of apparatus is mandatory before testing.
  • Use Figure 2 for vane protecting shoe details during testing.

Summary Flow of Testing Procedure

flowchart TD
    A[Prepare Vane & Apparatus] --> B[Calibrate Torque Applicator]
    B --> C[Insert Vane in Soil]
    C --> D[Apply Torque at 0.1º/s]
    D --> E[Record Torque & Rotation]
    E --> F[Calculate Shear Strength]
    F --> G[Record & Round Off Results]

This ensures reliable and standardized vane shear test results as per IS 4434.

4Recording of Test Results

IS 4434: Recording of Vane Shear Test Results — Key Points

1. Record Keeping (Clause 4.1 & Appendix A):

  • Maintain detailed records using the recommended proforma including:
    • Bore-hole details, soil log, water level, driving resistance notes.
    • Vane test details: apparatus number, vane size, torque conversion factor.
    • Test parameters: depth of vane tip, time to failure, max torque, revolutions for remoulding.
    • Shear strength values for undisturbed and remoulded soil, and sensitivity.
    • Any deviations from standard procedure with reasons.

2. Torque Applicator Selection (Table 1):

Estimated Shear Strength (kN/m²)Suitable Vane Diameter (mm) for 600 kgf.cm Torque Applicator
10 (0.1)All sizes
20 (0.2)All sizes
30 (0.3)All except 100 mm
40 (0.4)All except 100 & 75 mm
50 (0.5)All except 100 & 75 mm
60 (0.6)37.5 and 50 mm sizes
70 (0.7)37.5 and 50 mm sizes

3. Computation and Rounding (Clause 5):

  • Round off test results per IS 2-1960, matching significant digits to those specified in the standard.

Example: Shear Strength Calculation

[ \text{Shear Strength} (kN/m^2) = \frac{T}{K \times A} ]

Where:

  • (T) = Maximum torque (N·m)
  • (K) = Conversion factor (depends on equipment)
  • (A) = Area of vane (m²), for a rectangular vane (A = 2 \times \text{length} \times \text{width})

Proforma Snapshot (Simplified)

ParameterValue/Notes
Bore-hole No.
Soil Conditions
5Computations

IS 4434 - Key Computation Formulas and Tables for Vane Shear Test


1. Computation Formula (Clause 5.2.1)

For vane shear test when H = 2D (H = height, D = diameter of vane):

[ S = 3 \times 10^6 \times \left(\frac{M}{11 \times D^3}\right) \times 10^3 \quad \text{(S in kgf/m}^2\text{)} ]

  • S = Shear strength
  • M = Torque applied (N·m or kgf·cm)
  • D = Diameter of vane (m or cm)

Notes:

  • Use consistent units for M and D.
  • Round off results as per IS 2-1960 guidelines.

2. Torque Applicator Selection (Table 1)

Estimated Shear Strength (kN/m²)10203040506070
Shear Strength (kgf/cm²)0.10.20.30.40.50.60.7
Suitable Vane Diameter (mm)All sizes except 100 mm for 30 kN/m² and above; 37.5 & 50 mm for 60 kN/m² and above
  • Torque applicator capacity: 600 kgf·cm (60 N·m)
  • Rotation speed: 0.1º/s
  • Friction must be negligible and checked periodically.

3. Test Records

Maintain records as per Appendix A proforma, including:

  • Torque applied
  • Angular rotation
  • Vane dimensions
  • Soil type and depth

flowchart TD
    A[Vane Shear Test] --> B[Apply Torque M]
    B --> C[Measure Angular Rotation]
    C --> D[Calculate Shear Strength S]
    D --> E[Use formula: S = 3×10^6 × (M / 11D³) × 10³]
    E --> F[
Appendix ARecommended Proforma for Test Records

IS 4434: Recommended Proforma & Key Specifications for Vane Shear Test Records


1. Proforma for Test Records (Clause 4.1 & Appendix A)

Maintain detailed records including:

  • Bore-hole No., Soil Log, Ground Elevation
  • Method of hole formation and water level
  • Vane test apparatus No., Vane size, Dummy rod diameter
  • Conversion factor for torque equipment
  • Depth of vane tip below bore-hole bottom
  • Time to failure, maximum torque reading
  • Number of revolutions for remoulding
  • Shear strength of undisturbed and remoulded soil (kN/m² or kgf/cm²)
  • Sensitivity (ratio of undisturbed to remoulded shear strength)
  • Record deviations from standard procedure

2. Key Formula for Shear Strength (τ) Calculation

[ \tau = \frac{T}{K} ]

Where:

  • ( T ) = Maximum torque applied (N·m)
  • ( K = \pi \times D^2 \times H / 2 ) (torque factor depending on vane dimensions)
  • ( D ) = Vane diameter (m)
  • ( H ) = Vane height (m)

3. Torque Applicator Selection (Table 1, Clause 2.1.2.1)

Estimated Shear Strength (kN/m²)Suitable Vane Sizes for 600 kgf.cm Torque Applicator
10 (0.1 kgf/cm²)All sizes
20 (0.2 kgf/cm²)All sizes
30 (0.3 kgf/cm²)All except 100 mm
40 (0.4 kgf/cm²)All except 100 mm and 75 mm
50 (0.5 kgf/cm²)All except 100 mm and 75 mm
60 (0.6 kgf/cm²)37.5 mm and 50 mm only
70 (0.7 kgf/cm²)37.5 mm and 50 mm only

Popular Questions About IS 4434

?What are the recommended vane dimensions for different soil conditions?

Recommended Vane Dimensions per IS 4434:

  • Overall Diameter (D): Choose from 37.5, 50, 65, 75, or 100 mm based on soil conditions; select the largest suitable size.
  • Height (H): Height = 2 × Diameter (H = 2D).
  • Blade Thickness (t): As thin as possible for minimal soil disturbance but strong enough to resist max torque.
  • Central Rod Diameter (d): Preferably ≤ 12.5 mm.
  • Penetrating Edge: Sharpened with a 90º included angle.

Area Ratio (Aᵣ) Calculation:
To minimize soil disturbance, keep area ratio low:

[ A_r = \frac{8t(D - d) + \pi d^2}{\pi D^2} \times 100% ]

  • Max 18% for 37.5 mm vane
  • Max 12% for 50, 65, 75, 100 mm vanes

Notes:

  • Use a sleeve on the vane rod starting at about 2 × rod diameter above blades to prevent soil adhesion.
  • The vane should be checked frequently for straightness.
  • The vane size should be selected based on soil stiffness and disturbance potential—larger vanes for stiffer soils.
Loading diagram...

This ensures minimal soil disturbance and accurate shear strength measurement.

?How is the torque applicator selected based on expected soil shear strength?

Based on IS 4434 Clause 2.1.2.1 and Table 1, the selection of the torque applicator depends on the estimated soil shear strength and the vane size as follows:

Key Points for Torque Applicator Selection:

  • The torque applicator must apply and measure torque with speed control at 0.1º/s rotation.
  • Friction from the torque applicator should be negligible and regularly checked.
  • Two torque applicator capacities are specified: 60 N·m (600 kgf·cm) and a lesser capacity (not detailed here).
  • Use Table 1 to guide selection based on shear strength and vane diameter.

Summary from Table 1:

Estimated Shear Strength (kN/m²)Suitable Vane Diameter (mm) for 600 kgf.cm Torque Applicator
≤ 0.5 (≤ 0.5 kgf/cm²)All sizes except 100 mm
0.6 - 0.7 (0.6 - 0.7 kgf/cm²)37.5 mm and 50 mm sizes only
  • For shear strength ≤ 0.5 kN/m², most vane sizes (except 100 mm) can use the 600 kgf.cm torque applicator.
  • For higher shear strengths (0.6 - 0.7 kN/m²), only smaller vanes (37.5 and 50 mm) are suitable with this torque applicator.

Additional Checks:

  • Conduct friction tests on rods without vanes to assess soil-rod friction (Clause 3.2.4).
  • Ensure the torque applicator clamps rigidly to the anchor casing (Clause 2.1.2).

Visual summary of selection logic:

Loading diagram...

?What procedures ensure accurate placement and rotation of the vane in boreholes?

To ensure accurate placement and rotation of the vane in boreholes as per IS 4434:

  • Centralize the vane and rods using guides with ball bearings at intervals not exceeding 5 m (Clauses 2.1.5, 3.1.2). This reduces friction and prevents torque transfer to rods.
  • Lower the vane carefully inside the protecting shoe or borehole bottom, keeping rods tight and avoiding hammering (Clauses 3.2.1, 3.1.2).
  • Penetrate the vane steadily without twisting, pushing it 5 times the diameter of the vane or borehole into undisturbed soil (Clauses 3.2.2, 3.1.2).
  • Fix the torque applicator firmly to the frame and anchor plate, ensuring proper connection to rods before rotation (Clause 3.1.2).
  • Rotate the vane smoothly until soil failure occurs, monitoring torque accurately.

Summary Table

StepKey Details
GuidesBall bearing type, ≤ 5 m spacing
LoweringTight rods, no hammering
Penetration depth5 × vane or borehole diameter
Torque applicationFixed frame, no rod twisting
RotationSmooth until soil failure
Loading diagram...

This procedure ensures precise centralization, penetration, and torque measurement for reliable vane shear testing.

?How should torque readings be corrected for rod twist and friction?

To correct torque readings for rod twist and friction as per IS 4434:

Rod Twist Correction (Clause 2.1.3)

  • Calibrate torque rods before field use.
  • Establish rod twist as degrees rotation per meter per unit torque.
  • Apply this correction progressively with depth since twist effect increases.
  • Calibration must cover the maximum testing depth.

Friction Correction (Clause 3.2.4)

  • Determine friction between soil and rods by conducting torque tests on rods without vane at similar depths.
  • Perform at least one friction test per site with a dummy or sleeve if vane rods lack sleeves.
  • Subtract the friction torque from total torque to get corrected vane torque.

Summary of correction steps:

  1. Measure raw torque.
  2. Subtract rod friction torque (from friction test).
  3. Adjust for rod twist based on calibration data.
Loading diagram...

This ensures accurate torque measurement reflecting true soil resistance.

?What types of soils is the in-situ vane shear test most suitable for?

The in-situ vane shear test per IS 4434 is most suitable for:

  • Saturated cohesive soils, particularly clays.
  • Soils of soft to medium consistency.
  • Sensitive clays that are prone to disturbance during sampling.

Key points:

  • The test measures shear strength by rotating a four-bladed vane in the soil until failure occurs.
  • It is ideal for soft saturated clays where conventional sampling may alter soil properties.
  • The test can be conducted either from the bottom of a borehole or by direct penetration from the ground surface.

Summary:

Soil TypeSuitability for Vane Shear Test
Saturated soft claysHighly suitable
Medium consistency claysSuitable
Sensitive claysEspecially appropriate
Non-cohesive soilsNot suitable

This makes the vane shear test a reliable method for in-situ shear strength determination in soft, saturated cohesive soils.

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