Split Spoon
Sampling
What is Split Spoon Sampling?
Split Spoon Sampling (also known as Standard Penetration Test sampling, or SPT sampling) is a geotechnical field technique used to collect disturbed soil samples from below the ground surface. It is most commonly performed during soil boring investigations for foundations, roads, dams, embankments, and other civil or environmental engineering projects.
What Is a Split Spoon Sampler?
A split spoon sampler is a steel cylindrical tube that can be separated lengthwise (split) into two halves. This design allows easy access to the soil sample inside after retrieval.
Typical Dimensions
- Outer diameter: ~2 inches (51 mm)
- Length: ~18 to 30 inches
- Wall thickness: ~1/8 to 1/4 inch
How Split Spoon Sampling Works (in SPT context)
- Drill a Borehole
- A hollow stem auger or mud rotary rig advances the borehole to the desired depth.
- Lower the Sampler
- The split spoon sampler is attached to drill rods and lowered to the bottom of the borehole.
- Drive the Sampler with a Hammer
- A 140 lb (63.5 kg) hammer is dropped from a height of 30 inches (76 cm) to drive the sampler into the soil.
- The sampler is driven 18 inches (45 cm) total, and the number of hammer blows for each 6-inch (15 cm) increment is recorded.
- Retrieve and Open the Sampler
- The sampler is pulled up, opened, and the disturbed soil sample is removed for logging and lab testing.
What Is the SPT “N-value”?
The SPT N-value is the number of hammer blows required to drive the split spoon sampler the last 12 inches (30 cm) into the soil.
It’s a key measure of soil resistance or density:
- Loose sand: 0–10 blows
- Medium sand: 10–30 blows
- Dense sand: 30–50+ blows
- Very dense or refusal: >50 blows
Advantages
- Widely standardized (ASTM D1586)
- Quick and relatively inexpensive
- Provides both a sample and in-situ soil resistance
Limitations
- Disturbed sample – not suitable for detailed structure or permeability analysis
- Not ideal in gravelly or very soft soils (low recovery or sampler refusal)
- Results can be influenced by equipment type, operator, and borehole conditions
Applications
|
Purpose |
Details |
|
Soil classification |
Visual and laboratory identification of soil type |
|
Bearing capacity estimation |
Helps determine foundation design parameters |
|
Liquefaction analysis |
Critical in earthquake-prone areas |
|
Settlement analysis |
Supports calculation of expected ground movement |