Relying on one rear crane pile static load test of a container terminal project，for open-end and semi-open end steel tubular piles，the analysis on the results of the common calculation methods on the pile bearing resistance used at home and abroad，as well as the comparisons between the calculation results and the pile test results have been carried out.It is found that there are certain differences on the calculated results on the friction，end and total bearing resistance with different common calculation methods as well as the results of pile load test for the soil conditions with sand and clay distributed alternately.The total resistance calculated by the method stated in the domestic code is close to the results of pile load test while the methods stated in foreign codes have relatively large derivation with the load test.The semi-open pile shoes can significantly improve the pile end bearing resistance and the pile plug coefficient can reach more than 0.8.The conclusions may be reference for similar projects.