摘要
Based on the analysis of the three sections monitoring data, the maximal horizontal displacement VPD reached 2.28 mm/d and the maximal settlement velocity reached 5.97 mm/d, so there were in the safety range of settlement velocity and horizontal displacement in survey points. The maximal total settlement values constituted for 7% percent of the silt layer thickness monitoring end, and the seawall foundation degree of consolidation constituted from 76.3% to 85.0%, but the settlement values was from 10.9 to 15.8 mm after the construction, so foundation settlement deformation will continue for some time.