sn4tch
2016-03-09 08:02:15
- #1
Hello everyone,
I couldn’t find a specific subforum for groundwork / foundation, so I’m posting it here:
We are about to build our house in the Elbmarsch (distance to the dike approx. 1km) and are therefore dealing with problems related to high groundwater and damp soil. Our plot has to be completely raised by 60cm, the groundwater level determined in the soil report lies (before the filling) at approx. 0.5m. Furthermore, due to the soil conditions, the recommendation has been made to pour a stiffened slab foundation.
With our general contractor, we have contractually agreed on the following groundwork: stripping of the topsoil by 40cm and compacted installation of a sand slab with a height of 1m.
The soil structure is as follows:
up to 0.4m: sand, silty, humus; designation: topsoil
up to 0.8m: sand, silty; designation: sand
up to 2.5m: medium sand, coarse sand, weakly fine sandy; designation: sand
up to 3.0m: silty clay, humus, weakly sandy; designation: clay
From this follows the recommendation to pour a stiffened slab foundation.
Now to the problem:
Due to the enormous rainfall in February, standing water was on the plot about two weeks ago. The earthworker then refrained from starting the groundwork because he saw no possibility of installing the sand.
Since the weather has improved in the meantime, the top 10cm are now “dry.” Nevertheless, yesterday came the statement again that a start of construction is not possible and that at least two more dry and sunny weeks are needed.
Therefore, the following questions:
Thanks in advance!
Regards,
Mirco
I couldn’t find a specific subforum for groundwork / foundation, so I’m posting it here:
We are about to build our house in the Elbmarsch (distance to the dike approx. 1km) and are therefore dealing with problems related to high groundwater and damp soil. Our plot has to be completely raised by 60cm, the groundwater level determined in the soil report lies (before the filling) at approx. 0.5m. Furthermore, due to the soil conditions, the recommendation has been made to pour a stiffened slab foundation.
With our general contractor, we have contractually agreed on the following groundwork: stripping of the topsoil by 40cm and compacted installation of a sand slab with a height of 1m.
The soil structure is as follows:
up to 0.4m: sand, silty, humus; designation: topsoil
up to 0.8m: sand, silty; designation: sand
up to 2.5m: medium sand, coarse sand, weakly fine sandy; designation: sand
up to 3.0m: silty clay, humus, weakly sandy; designation: clay
From this follows the recommendation to pour a stiffened slab foundation.
Now to the problem:
Due to the enormous rainfall in February, standing water was on the plot about two weeks ago. The earthworker then refrained from starting the groundwork because he saw no possibility of installing the sand.
Since the weather has improved in the meantime, the top 10cm are now “dry.” Nevertheless, yesterday came the statement again that a start of construction is not possible and that at least two more dry and sunny weeks are needed.
Therefore, the following questions:
[*] Is it generally impossible or not recommended to install sand if the lowest 30cm cannot be compacted dry?
[*] Would it possibly be even feasible to skip stripping the topsoil and merely apply a sand slab of 60cm? I suppose that would probably have to be answered by the soil expert, right?
[*] Any other possible solutions without carrying out an elaborate groundwater lowering or similar?
Thanks in advance!
Regards,
Mirco