Figure 1.
The distribution of loess soils in the Lublin region (based on [9])
Figure 2.
Schematic structure of the loess cover in the Lublin region (based on [10–11])
Figure 3.
Interpretation of elastic moduli from triaxial tests
Figure 4.
Selection of deformation moduli depending on the stress and strain conditions in subsoil
Figure 5.
Results of correlation studies on the determination of IL with qc
Figure 6.
Representative geotechnical cross-section of the loess subsoil in Lublin region
Figure 7.
Statistical distribution of qc for loess soils within Lublin [20] with an assessment of their suitability for foundation setting.