Hello,
I am working with a warranty department for a major home builder. A residence that took occupancy last year is a large three story residence with a slab on grade and turndowns around the perimeter. The lot was a cut lot and the slab bears fully on residual soil. We had no involvement...
Not sure if I should post this in geotech or structural so I’m going to post in both. I’m one of those geotechnical structural engineers...
I got a call from a construction company that we work with...this one stumped me.
They’re installing a new equipment pit that’s about 20’ deep...
Not sure if I should post this in geotech or structural so I’m going to post in both. I’m one of those geotechnical structural engineers...
I got a call from a construction company that we work with...this one stumped me.
They’re installing a new equipment pit that’s about 20’ deep...