Pmtottawa
Structural
- Aug 13, 2019
- 56
Just received tr he following from client.
"Groundwater will reduce ULS but not SLS bearing resistance. SLS currently governs, and the groundwater will not reduce ULS bearing resistance to the point that ULS governs at our site for the contemplated footing depths. We will have more than Toro’s minimum 100 kPa factored bearing resistance with 1.0m, 1.2m or 1.8 m deep footings (to bottom of footing), with or without groundwater).
Geotechnical report found no groundwater during his boring.
I have a 9ft x 9ft ftg sitting 5ft below ground and when they dug, they found seasonal groundwater at 4ft.
Even if I raise the ftg to 3ft I'm still to reduce bearing capacity as I am within 2*width of ftg..
Confused.
P
"Groundwater will reduce ULS but not SLS bearing resistance. SLS currently governs, and the groundwater will not reduce ULS bearing resistance to the point that ULS governs at our site for the contemplated footing depths. We will have more than Toro’s minimum 100 kPa factored bearing resistance with 1.0m, 1.2m or 1.8 m deep footings (to bottom of footing), with or without groundwater).
Geotechnical report found no groundwater during his boring.
I have a 9ft x 9ft ftg sitting 5ft below ground and when they dug, they found seasonal groundwater at 4ft.
Even if I raise the ftg to 3ft I'm still to reduce bearing capacity as I am within 2*width of ftg..
Confused.
P