This is a theoretical method on how to analyze the axial capacity (tip and shaft) of a
single pile using iterative technique on SPT-N values and SPT-N correlation. This
technique allows the engineer who conducts the analyses to control the input and output
information of the analyses in a systematic and organized fashion. This method is also
very helpful especially for the development of pile capacity prediction using reliability
method. Research on the subject is being carried out at Universiti Putra Malaysia (UPM)
