The key of dynamic consolidation method applied to soft foundation reinforcement engineering is to determine the scientific and reasonable design and construction parameters.This paper carries out the field test research of dynamic consolidation method under the condition of high groundwater level,conducts a large number of field observation and test detection,and analyzes the soft foundation reinforcement effect under two dynamic combinations according to the test results.The results show that the dynamic consolidation method is suitable for the supporting engineering,and under the engineering geological conditions,the effective reinforcement depth of 4 000 kJ ramming energy can reach about 10 m.One more time of point ramming is more conducive to improving the soil strength of the shallow layer of the foundation.After treatment,the wharf yard can meet the design requirements of settlement less than 300 mm and bearing capacity up to 200 kPa.