Good decisions start with good samples.
STUBORE® provides the technical conditions necessary for high-quality sampling—from controlled core extraction in loose rock to layer-specific sampling in varying geological formations.
The quality of a drill core sample is non-negotiable. It determines which soil properties can be reliably determined at all: moisture content, grain size distribution, consistency limits, unit weight, or—in the highest category—strength and deformation behavior. Any disturbance caused by the sampling method cannot be corrected in the laboratory.
The following applies to the classification of sampling methods: The lower the degree of disturbance caused by the method—due to resetting, leaching of fine particles, thermal effects, or pressure relief—the higher the quality class achievable for the obtained sample.
STUBORE® minimizes these disturbances through its design:
- The continuous tubing prevents material from falling back and settling between horizons.
- The double-core tube protects the core from direct contact with the flushing fluid during drilling.
- The stationary core does not rotate—eliminating mechanical disturbance caused by torsion.
- The targeted, minimized use of air flushing reduces the washout of fine particles and thermal stress on the sample—particularly relevant when taking samples from layers containing volatile contaminants such as CHCs or PFAS.
- Liner drilling (triple casing) enables the collection of particularly sensitive samples with minimal disturbance to the soil structure.
Each drilling section is precisely recorded by depth, and the extracted core is clearly assigned to its source layer. Standardized procedures from drilling to core box ensure reproducibility and comparability—across sites and teams.
| Category | Purpose of sampling | Determinable soil properties | Typical method | STUBORE® contribution |
|---|---|---|---|---|
| A Highest quality Quality class 1–5 | Undisturbed structure, texture, consistency, and overburden pressure | Strength, deformation, stiffness, bulk density, permeability | Piston sampler, bulk sampling, specialized core tubes | Design requirements for high-quality samples: stationary core, no rotation, minimal contact with flushing fluid |
B | Undisturbed structure, texture, and consistency | Permeability, porosity, density, layer boundaries (fine) | Thin-walled sampling devices, double core tube | Continuous piping prevents fallback; double-core tube protects the core during advancement |
| C Grade 3–5 | Undisturbed structure and texture | Water content, layer boundaries (coarse) | Thick-walled open sampling devices, driven core tube | Dry drilling without flushing preserves water content; no material carryover |
| D Grade 4–5 | Undisturbed structure | Grain size distribution, Atterberg limits, organic content | SPT sampling device, auger drilling | Layer classification and depth log remain clear — even if the sample is mechanically disturbed |
| E Disturbed , Grade 5 | Rough indication of soil type and layer thickness | Soil type, stratigraphic sequence (approx. ±0.5 m) | Flush drilling (drill cuttings), auger | STUBORE® systematically targets higher categories — Category E is not a target of the system |