LPILE Group Effects
LPILE Group Effects
(OP)
I am trying to run LPILE for some cored piers that are 3 diameters apart. Per the soils report they must be a minimum of 5 diameters apart in one direction (normal to the load) and 8 diameters apart (parallel to the load) or else I need to use a reduction factor which they gave me. How do you incorporate that into LPILE?
RE: LPILE Group Effects
RE: LPILE Group Effects
RE: LPILE Group Effects
RE: LPILE Group Effects
RE: LPILE Group Effects
You may want to discuss this someone more familar with this type of analysis if it is important to the project since your experience with the software appears limited.
Mike Lambert
RE: LPILE Group Effects
Depth Point, Distance from Pile Head, P-Multiplier, Y-Multiplier
1, 0, 0.75, 1
2, 50, 0.75, 1