Return to index: [Subject] [Thread] [Date] [Author]

Re: Laterally Loaded Piles

[Subject Prev][Subject Next][Thread Prev][Thread Next]
For years I have used a point 5 ft below the ground surface as fixity in firm 
soil and 10 ft for soft soil.  If you have a good read-out on the soil (from 
soils engineer) you can determine the moment in the pile using " L-Pile ".  
Hope this helps.

Tom Coull, PE