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: Es = 1,000 kN/m²,
to 7.0 m below slab: Es = 20,000 kN/m².
The largely non-deformable bedrock lies at 7.0 m below slab.