PILE WALLS ARE AMONG POPULAR METHODS FOR CONSTRUCTING BERTHS, AND IN PLACES WHERE THE SEABED IS HARD AND DENSE, THE ERECTION OF STANDARD PILES BECOMES DIFFICULT, ESPECIALLY IF THE FREE HEIGHT OF BERTH IS SIGNIFICANT AND, CONTROLLING THE PILE DURING ERECTION AND SUPPORT GETS COMPLICATED. HOWEVER, STANDARD PILES ARE NOT ALWAYS AVAILABLE IN IRAN AND AN ALTERNATIVE WOULD BE ERECTING PIPE TRESSES PARALLEL TO EACH OTHER IN ORDER TO MAKE A CONTIGUOUS PIPE PILE WALL. ANALYZING THESE STRUCTURES BY ORDINARY METHODS DOES NOT USUALLY CONSIDER THEIR LIMIT BALANCE, CONTROL FORCE DURING CONSTRUCTION AND OPERATION, AND THEIR BEHAVIOR THROUGH EARTHQUAKES WITH THE DESIRED PRECISION. IN BERTHS WITH A SIGNIFICANT FREE HEIGHT, CONSTRUCTION IS CONDUCTED HIGHER THAN THE NORMAL SCALE IN DIFFERENT STAGES, AND CAN LEAD TO DISLOCATION OR OTHER SIMILAR PROBLEMS. IN SUCH CASES, USING NUMERICAL ANALYSIS METHODS, SUCH AS LIMITED ELEMENTS THAT CAN PROPERLY MODEL THE CONSTRUCTION PROCESS, COULD PROVE OPTIMAL IN DESIGNING CONTIGUOUS PIPE PILE WALLS. IN THIS PAPER, THE PLAXIS SOFTWARE PACKAGE USING THE LIMITED ELEMENTS MODEL WAS ANALYZED IN DESIGNING A CONTIGUOUS PIPE PILE WALL IN THE SERVICE PORT OF PARS IN ASSALUYEH, AND ITS PERFORMANCE IN DIFFERENT CONDITIONS WAS CONSIDERED.