VertekCPT: What is the effect of Overburden Stress on CPT testing ?

Overburden Stress, also called Vertical Stress or Overburden Pressure, is the pressure imposed on a layer of soil by the weight of the layers on top of it. Overburden stress can cause errors or drift in CPT measurements, creating the need for correction factors in deeper tests depths and soft or fine-grained soils.

However, overburden stress is also useful in determining the soil’s mechanical properties. In this article provided by Vertek CPT, you may find an overview of the effect of overburden stress on CPT testing.

The formula for overburden stress is given by:

This means that for each soil layer, you multiply the density of the layer by its height, then add all the resulting weights together until the pressure at the desired depth is known. In practice, the exact height and density of the soil layers at the test site are usually not known, so you may have to determine an average density based on what you do know about the geology of the area.

CPT measurements of tip resistance, sleeve friction and pore pressure tend to increase along with increasing depth and increasing overburden stress. For this reason, we correct overburden stress in calculating the normalized friction ratio and normalized tip resistance: to ensure that your data is consistent, it is important to use these parameters in deep tests and in soft, fine-grained soils, as discussed in previous Vertek's post.

In addition to normalized CPT parameters, overburden pressure allows us to understand and calculate the following engineering parameters:

• Effective overburden stress: the effective stress on the soil skeleton, which is calculated by subtracting the pore pressure from the overburden stress
• Overconsolidation ratio: the ratio of past maximum effective overburden stress to present effective overburden stress. (Consolidation refers to a process in which soil decreases in volume.) A soil that is currently under its maximum effective overburden stress is said to be normally consolidated and has an OCR of 1. A soil that once experienced a greater pressure (for example, if it was once under a glacier) is considered overconsolidated and will have a higher OCR. This past maximum pressure is known as preconsolidation pressure. (Note: OCR is defined differently for cemented or aged soils.)

Learn more and read the entire article in Vertek's CPT University blog!