GGU-SLAB: System description (Example 3)

The system analysed in the previous section will now be analysed again using the constrained modulus method. The slab is supported on a surface with the following constrained modulus profile:

• to 3.0 m below slab: E_s = 1,000 kN/m²,

• to 7.0 m below slab: E_s = 20,000 kN/m².

The largely non-deformable bedrock lies at 7.0 m below slab.