Dear all, Do you have any experiences about the type of foundation or method of installation into Boulder & Gravel layered soil (covered about 10m) without using heavy equipment(high cost).
Meyerhof's etc formula for computing the Ultimate Bearing Capacity (UBC) of Pile based on Standart Penetration Test (SPT)data will be giving various value of UBC also I was tried to compare with PDA and O'Cell result so which is better to use?