Evolith
2016-07-19 08:34:01
- #1
Hello,
we now have the following "conflict" to resolve. We are building a 14x14.5m bungalow. The soil survey states the following layers: Layer 1: topsoil 20cm Layer 2: sand, highly silty, soft to stiff, gray-brown Layer 3: sand, highly silty, humus, soft to stiff, dark brown, black-brown Layer 4: sand, low silt content, partly silty, medium dense, ...
Recommendation: remove 1 to 1.1m and refill compacted with gravel or similar.
Now, a civil engineer, who has our plans, pointed out that the gentleman naturally did not know about our filling plans. We actually need to fill an average of 1m. He said it would be sufficient to remove just the topsoil (possibly a few centimeters of layer 2) to achieve a 1.4m gravel layer under the floor slab. If necessary, the floor slab could be made thicker and the reinforcement adjusted. That would save us money.
Our structural engineer, however, says that everything must be removed, as recommended in the soil survey.
Now we are uncertain. Both are experts. We will contact other civil engineers and see what they say.
But there is a lot of money involved here. Has anyone had experience with a case like this?
we now have the following "conflict" to resolve. We are building a 14x14.5m bungalow. The soil survey states the following layers: Layer 1: topsoil 20cm Layer 2: sand, highly silty, soft to stiff, gray-brown Layer 3: sand, highly silty, humus, soft to stiff, dark brown, black-brown Layer 4: sand, low silt content, partly silty, medium dense, ...
Recommendation: remove 1 to 1.1m and refill compacted with gravel or similar.
Now, a civil engineer, who has our plans, pointed out that the gentleman naturally did not know about our filling plans. We actually need to fill an average of 1m. He said it would be sufficient to remove just the topsoil (possibly a few centimeters of layer 2) to achieve a 1.4m gravel layer under the floor slab. If necessary, the floor slab could be made thicker and the reinforcement adjusted. That would save us money.
Our structural engineer, however, says that everything must be removed, as recommended in the soil survey.
Now we are uncertain. Both are experts. We will contact other civil engineers and see what they say.
But there is a lot of money involved here. Has anyone had experience with a case like this?