nicam
Structural
- Nov 15, 2007
- 56
Hi, I've desigened an extension to a house (a balcony structure) and we've ask to confirm the foundation type. We asked the builder to excavate against the existing house footings. the inspection revealed the house is bearing on sand. The house is very old two storeys and showed no signs of settlement or cracking.
now my question is, do I rely on the sand for my bearing material (the load is 80kN) for the pad footings supporting the balcony or do I introduce piles (say timber or formtube instu concrete)There's no guarantee we will find rock or stiffer material. I guess it will be more for settlement.
my experience with sand bearing cap is >300kPa for compacted sand and 100 to 300kPa for medium dense sand.
your thoughts please.
now my question is, do I rely on the sand for my bearing material (the load is 80kN) for the pad footings supporting the balcony or do I introduce piles (say timber or formtube instu concrete)There's no guarantee we will find rock or stiffer material. I guess it will be more for settlement.
my experience with sand bearing cap is >300kPa for compacted sand and 100 to 300kPa for medium dense sand.
your thoughts please.