Heiko123
2017-11-19 14:35:08
- #1
Hello everyone,
I am new here and currently planning the construction of a semi-detached house in Lower Saxony. For this purpose, I have had a soil survey carried out on my property. Unfortunately, I cannot determine from this whether high additional costs are to be expected.
Here is the excerpt from the soil survey:
5. Soil assessment and recommendations
The cohesive loams and loam marl present are settlement-sensitive. A foundation on a statically reinforced base slab is recommended, which can compensate for the potential settlement differences due to the different load application.
The topsoil is to be removed and replaced with a sand bedding made of fill sand, which is to be compacted layer by layer up to 98% of the standard Proctor density.
The foundation of the building can then be carried out on a statically reinforced base slab, for the design of which a bedding modulus of
ks=8 MN/m3
is to be applied.
The base slab is to be equipped with a frost apron.
In the load-bearing areas, a design value of the bearing resistance of
σR,d = 140 kN/m2
should not be exceeded.
Settlements of approximately 1.5-2 cm are to be expected.
Could someone please assist me with this?
Thank you very much
Heiko
I am new here and currently planning the construction of a semi-detached house in Lower Saxony. For this purpose, I have had a soil survey carried out on my property. Unfortunately, I cannot determine from this whether high additional costs are to be expected.
Here is the excerpt from the soil survey:
5. Soil assessment and recommendations
The cohesive loams and loam marl present are settlement-sensitive. A foundation on a statically reinforced base slab is recommended, which can compensate for the potential settlement differences due to the different load application.
The topsoil is to be removed and replaced with a sand bedding made of fill sand, which is to be compacted layer by layer up to 98% of the standard Proctor density.
The foundation of the building can then be carried out on a statically reinforced base slab, for the design of which a bedding modulus of
ks=8 MN/m3
is to be applied.
The base slab is to be equipped with a frost apron.
In the load-bearing areas, a design value of the bearing resistance of
σR,d = 140 kN/m2
should not be exceeded.
Settlements of approximately 1.5-2 cm are to be expected.
Could someone please assist me with this?
Thank you very much
Heiko