Soil plug formation for short piles
Soil plug formation for short piles
(OP)
I am a structural engineer designing a footing on H-piles driven to bedrock. If the piles are considered short piles (I'm using Brom's criteria) should I ignore the formation of a soil plug for calculation of the geotechnical tip resistance? Thanks.





RE: Soil plug formation for short piles
www.PeirceEngineering.com
RE: Soil plug formation for short piles
RE: Soil plug formation for short piles
RE: Soil plug formation for short piles
RE: Soil plug formation for short piles
www.PeirceEngineering.com