Combined with the Hong Kong Zhuhai Macao Bridge Tunnel Engineering foundation leveling, the calculation methods are put forward to analysis inserting and pulling pile of leveling ship legs in different geological conditions. It is concluded the leg buried layer of self elevating riprapping leveling ship in the work state , and the ultimate bearing capacity and pullout ultimate load of pile legs in the construction of the leveling ship inserting legs. At the same time, pre control measures in the special geological conditions are put forward. The practice proves that the analysis and calculation method is correct.