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.
Overview
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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Contents
Structure
IS 4434: Scope & Key Specifications for Vane Shear Test Instrument
| Estimated Shear Strength (kN/m²) | 10 | 20 | 30 | 40 | 50 | 60 | 70 |
|---|---|---|---|---|---|---|---|
| Shear Strength (kgf/cm²) | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 |
| Suitable Vane Diameter (mm) | All sizes except 100 mm for 30 kN/m²; 37.5 & 50 mm for 60 & 70 kN/m² |
For vane height ( H = 2D ) (where ( D ) is vane diameter):
[ S = \frac{3M}{11D^3} \times 10^3 \quad \text{(S in kgf/m²)} ]
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: Apparatus & Equipment for Vane Shear Test
| Estimated Shear Strength (kN/m²) | 10 | 20 | 30 | 40 | 50 | 60 | 70 |
|---|---|---|---|---|---|---|---|
| Shear Strength (kgf/cm²) | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 |
| Suitable Vane Diameter (mm) | All sizes except 100 mm | All sizes except 100 mm | All sizes except 100 mm | All sizes except 100 & 75 mm | All sizes except 100 & 75 mm | 37.5 & 50 mm sizes only | 37.5 & 50 mm sizes only |
[ T = \tau \times A \times r ]
Where:
This ensures correct selection and operation of equipment for reliable vane shear testing.
IS 4434: Procedure of Testing - Key Points
| Estimated Shear Strength (kN/m²) | 10 | 20 | 30 | 40 | 50 | 60 | 70 |
|---|---|---|---|---|---|---|---|
| Torque Applicator Capacity (kgf.cm) | 600 | 600 | 600 | 600 | 600 | 600 | 600 |
| Suitable Vane Diameter (mm) | All sizes except 100 mm | All sizes except 100 mm | All except 100 mm | Except 100 & 75 mm | Except 100 & 75 mm | 37.5 & 50 mm | 37.5 & 50 mm |
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.
1. Record Keeping (Clause 4.1 & Appendix A):
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):
[ \text{Shear Strength} (kN/m^2) = \frac{T}{K \times A} ]
Where:
| Parameter | Value/Notes |
|---|---|
| Bore-hole No. | |
| Soil Conditions | |
IS 4434 - Key Computation Formulas and Tables for Vane Shear Test
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{)} ]
Notes:
| Estimated Shear Strength (kN/m²) | 10 | 20 | 30 | 40 | 50 | 60 | 70 |
|---|---|---|---|---|---|---|---|
| Shear Strength (kgf/cm²) | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | 0.7 |
| 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 |
Maintain records as per Appendix A proforma, including:
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[
IS 4434: Recommended Proforma & Key Specifications for Vane Shear Test Records
Maintain detailed records including:
[ \tau = \frac{T}{K} ]
Where:
| 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 |
Frequently Asked
Recommended Vane Dimensions per IS 4434:
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% ]
Notes:
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This ensures minimal soil disturbance and accurate shear strength measurement.
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:
| 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 |
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To ensure accurate placement and rotation of the vane in boreholes as per IS 4434:
| Step | Key Details |
|---|---|
| Guides | Ball bearing type, ≤ 5 m spacing |
| Lowering | Tight rods, no hammering |
| Penetration depth | 5 × vane or borehole diameter |
| Torque application | Fixed frame, no rod twisting |
| Rotation | Smooth until soil failure |
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This procedure ensures precise centralization, penetration, and torque measurement for reliable vane shear testing.
To correct torque readings for rod twist and friction as per IS 4434:
Loading diagram...
This ensures accurate torque measurement reflecting true soil resistance.
The in-situ vane shear test per IS 4434 is most suitable for:
| Soil Type | Suitability for Vane Shear Test |
|---|---|
| Saturated soft clays | Highly suitable |
| Medium consistency clays | Suitable |
| Sensitive clays | Especially appropriate |
| Non-cohesive soils | Not 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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