PILE CAP ANALYSIS
THIS PROGRAM USES ENGLISH UNITS. For SI units, use
sipilec.htm.
Individual pile loads in a pile group can be determined by using
pilecp3d.exe in
conjunction with brun45.exe.
Documentation and six sample files are given in
engpilcp.doc.
Individual pile properties can be input by using 1). a stiffness matrix
or 2). a pile-soil constant, pile properties and two stiffness values: axial
force / axial deflection and torsional force / twist.
Where a stiffness matrix is used, all piles must have the same properties.
There are 6 methods of analysis (see documentation).
Passive pressure against the cap can be used.