Hello! I hope you can help me! We are building a single-family house with a garage and no basement, doing a lot of the work ourselves. There is a geological survey of the construction access road (about 10m (33 feet) from our plot). The soil is soft clay, so our architect and structural engineer believe that a strip foundation with a slab on grade would not be stable. Instead, they recommend at least 50 cm (20 inches) of compacted gravel using a plate compactor, followed by a 30 cm (12 inches) thick concrete slab on top. I’m not feeling confident about this. What do you think? Can I rely on that? And what about the frost protection edge? How should I insulate it?
Thank you very much in advance!
Thank you very much in advance!
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