Cronos86
2022-09-09 10:55:58
- #1
Thank you very much for the super detailed answer!
Then we will ask if a ring drainage is possible.
We had four boreholes, one at each corner of the house. I have attached the 3rd borehole. They all look similar.
As already mentioned, if one does not see a possibility to waterproof a non-basement structure against soil moisture (W1.1-E or W1.2-E) with this soil structure, one will never do it. The required permeability coefficient that the soil may have is 10^-4 m/s (this applies to coarse sand/gravel).
If, for example, a foundation is laid over a gravel cushion, then there is a permeable subsoil to a sufficient depth. The design water level can be reduced and we have waterproofing according to W1.1-E (soil moisture).
I'll just give an example:
e.g. 90 cm frost protection material (F1 gravel)
- Frost safety is guaranteed (no frost skirts necessary)
- area-wide subsoil improvement (bedding modulus can be increased although it is already quite good in the report => possibly less reinforcement and no strip foundations necessary)
- Waterproofing according to W 1.1-E is sufficient
Before I would pay the additional 130 € per m² (really additional?), I would change the foundation or try it with drainage as recommended above.
Regards