Providing key insights into soil characteristics essential for foundation and ground design
The Standard Penetration Test (SPT) is a widely used in situ testing method for assessing the geotechnical engineering properties of soils.
It is primarily used to measure the soil’s resistance to penetration. This information helps determine the soil’s strength and stiffness characteristics.
The results from SPT provide contractors and designers with valuable insights into the density, strength, bearing capacity, and overall ground characteristics at a site.
To perform the test, a split-barrel sampler is driven into the ground at the bottom of a borehole using a hammer.
The number of blows required to advance the sampler a standard distance is recorded. This value is then used to calculate the soil’s resistance to penetration.
The SPT can be conducted in either wet or dry conditions. The choice depends on the soil type and the desired test results.
Generally, wet SPT is more commonly used because it provides a more accurate representation of in situ soil conditions.
The test results are often used to calculate several important engineering properties, including the blow count correction factor (N1), the soil’s undrained shear strength (Su), and the soil’s bearing capacity.
These values play a critical role in designing foundations, slopes, and retaining walls, among other structures.
In summary, the SPT is an essential tool for geotechnical engineers. It helps evaluate site-specific soil conditions and ensures the design of safe and effective foundations and structures.


