Hello -
Does anyone have an example calculation of swell/consolidation potential for a foundation based on a swell/consolidation test? I assume this would include the boussinesq bulb per layered depth as well as the swell % and psf of the clay.
I appreciate any input.
Does anyone have an example calculation of swell/consolidation potential for a foundation based on a swell/consolidation test? I assume this would include the boussinesq bulb per layered depth as well as the swell % and psf of the clay.
I appreciate any input.