Abstract: For the new CCTV headquarters, the deformation produced due to not only the loading affection resulting from itsinclined towers and cantilevered structure system but also the foundation settlement must be estimated to determine itsconstruction and erection procedure. It is focused on the integrative modeling analysis which includes the influence offoundation settlement and the interaction of pile group. Besides, the deformations calculated from FE model and measuredfrom actual project are compared, which shows that this analysis method can simulate the actual condition quite well.