FirmFoundations
Geotechnical
- Feb 2, 2005
- 1
We have installed a piled foundation in clay sub-soils that contain ground water.
I am trying to find the formula for recording the pile loading capability for the piles by using the known pile deflection.
I now understand that porewater pressure can produce a false reading.
Any help will be gratefully received.
Many Thanks.
I am trying to find the formula for recording the pile loading capability for the piles by using the known pile deflection.
I now understand that porewater pressure can produce a false reading.
Any help will be gratefully received.
Many Thanks.