In case of a ground freezing assignment, we carry out various tests on the soil. In addition to special tests, we also evaluate the stability or deformation, e.g. by uniaxial and triaxial compression tests with the soil sample being clamped into a test compactor. This test compactor then pushes the soil sample against a traverse and crushes it, thereby assessing the soil’s stability.
We also conduct so-called creep tests. During these tests, the soil sample is likewise clamped into the test compactor and then exposed to a static load. The sample remains under this load for several days. These tests allow us to measure how the soil deforms over time when subjected to continuous loading. In addition to these tests, we perform special tests, known as frost heave tests and frost pressure tests.
Frost heave tests are not done at temperatures below freezing point but at +5 degrees Celsius. The soil sample is put onto a stand which is warmed to +5 degrees Celsius. The sample is then covered by a cap the size of the sample with the sample then being cooled. This way, the soil sample gets frozen top to bottom like for example tarmac on the streets would - with the top being frozen and the base not frozen causing so-called frost lenses in the middle layer. These frost lenses then expand, causing for the top layer to heave or burst. In our lab, we measure the degree of heaving.
If the ground is unable to heave, as it does in this simulation, this is referred to as freezing or frost pressure. The test therefore simulates hoe soil expands when it freezes and how it behaves when it is confined or pressed against a structure. Out in the field this could possibly be groundworks, a baseplate, or tunnel facing. This test is vital for the construction progress as frost damage can cause major destruction.