End Pile Bearing Capacity in Tension
End Pile Bearing Capacity in Tension
(OP)
Good afternoon all,
We are currently working on a project with an existing deep foundation. The foundation is supporting a pipe rack, with no lateral support in one direction. While understanding that in a 2-pile series, one pile goes into tension while one pile goes into compression. When the pile goes into tension, do you guys take the cohesion for the end-bearing capacities for consideration?
We are currently working on a project with an existing deep foundation. The foundation is supporting a pipe rack, with no lateral support in one direction. While understanding that in a 2-pile series, one pile goes into tension while one pile goes into compression. When the pile goes into tension, do you guys take the cohesion for the end-bearing capacities for consideration?






RE: End Pile Bearing Capacity in Tension
RE: End Pile Bearing Capacity in Tension
RE: End Pile Bearing Capacity in Tension
RE: End Pile Bearing Capacity in Tension