IS 4968 Part 2

: 1976

Method for subsurface sounding for soils - Dynamic cone penetration test

CurrentFrequently UsedTesting MethodBIMGeotechnical · Soil and Foundation
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This standard specifies the method for conducting the Dynamic Cone Penetration Test (DCPT) for subsurface soil exploration. It details the apparatus, including the 65 kg hammer with a 75 cm drop and a 60-degree cone, the test procedure, and the method of recording and presenting results. The test measures the number of blows (Nc) required to drive the cone a specific distance, providing an indication of soil resistance.

Describes the method for conducting the dynamic cone penetration test (DPT) for subsurface investigations.

Quick Reference Values
Weight of driving hammer65 kg
Free fall height of hammer75 cm
Cone apex angle60 degrees
Cone base diameter50 mm
Penetration increment for recording blows10 cm
Practical Notes
This is the 'Heavy' DCPT, distinct from the lighter versions used for pavement subgrade analysis. The 65 kg hammer is the key differentiator.
The test is faster and more mobile than the Standard Penetration Test (SPT), making it suitable for preliminary investigations or sites with difficult access.
Results (Nc values) are often correlated with SPT 'N' values and soil parameters like CBR, but these correlations are site-specific and should be used with caution.