Hello.
I had a soil report prepared. It states:
"To accommodate settlements / differential settlements of up to 1.5 cm (0.6 inches), a design value for the bearing pressure (Eurocode 7) of 200 kN/m² (18.6 kips/ft²) can be assumed for an effective foundation width of 1.0 m (3.3 ft).
The foundation slab should be designed based on an elastic subgrade. For the design of the foundation slab using a design bearing pressure of 140 kN/m² (13.0 kips/ft²), a subgrade modulus of 9.5 MN/m³ (0.55 kip/in³) should be applied."
In my construction contract, the clause reads:
"The calculation basis is a permissible existing soil pressure of 150 kN/m² (14.0 kips/ft²) and a subgrade modulus of 20 MN/m³ (1.15 kip/in³)."
What does this mean for me?
I had a soil report prepared. It states:
"To accommodate settlements / differential settlements of up to 1.5 cm (0.6 inches), a design value for the bearing pressure (Eurocode 7) of 200 kN/m² (18.6 kips/ft²) can be assumed for an effective foundation width of 1.0 m (3.3 ft).
The foundation slab should be designed based on an elastic subgrade. For the design of the foundation slab using a design bearing pressure of 140 kN/m² (13.0 kips/ft²), a subgrade modulus of 9.5 MN/m³ (0.55 kip/in³) should be applied."
In my construction contract, the clause reads:
"The calculation basis is a permissible existing soil pressure of 150 kN/m² (14.0 kips/ft²) and a subgrade modulus of 20 MN/m³ (1.15 kip/in³)."
What does this mean for me?
See my answer. The structural engineer or contractor will be able to tell you what "requirements" your desired house has in the chosen location and what needs to be done. The two values alone do not provide any information about all the accompanying factors (house requirements / seismic zone, etc.). Just because the costs for a certain specification are fixed in the description does not mean that the house actually needs them. It only means that the contractor may charge an additional fee in case of deviations (in a negative direction). The soil bearing capacity is somewhat lower.
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