Nowadays, piled raft foundation is increasingly being used not only in developed countries but also in developing countries like India. This paper is based on the study of piled raft foundation constructed in Uttarakhand, India, with the help of finite element software ELPLA and finite difference software GROUP. In analysis with ELPLA methods considered are linear as well as nonlinear methods such as hyperbolic stress–strain function and method as per DIN (4014) standard. The software is validated with results of the on-site pile load–settlement test conducted on individual pile. The results are compared also with analysis performed using PLAXIS 3D.