The slity soil on the modern Yellow River Delta is the fine sediment which has been rapidly accumulated since the Yellow River divagated into Bohai Sea in 1855. The coverage area is about 5 000 km2. It almost covers Shengli Oil Field in Dongying City,Shandong Province. Four groups of site contrast tests are chosen to conduct the systematic site soil tests including the plate load test,spire plate load test,flat dilatometer test,standard penetration test and static cone penetration test. The characteristic values of the bearing capacity of the fine sediment that has been rapidly accumulated recently in entrance of Yellow River are studied according to the analysis of the site test and the laboratory test. The difference between the characteristic values of the bearing capacities that are confirmed by different methods is systematically contrasted. Moreover,the regression equations between specific penetration resistance Ps,blow counts of standard penetration test N,water content w and porosity ration e and the characteristic value of bearing capacity fk are built according to the bearing capacity that is confirmed by the plate load test. The research can provide scientific references to determine the characteristic value of the bearing capacity of the slity soil on the modern Yellow River Delta.