Abstract：Themagnitudeandrateofthesettlementarethekeyelementssubjectedtodesignanalysisofembankmentsonsoftground .Theobserva tionalmethodsbasedonfieldmeasurementhaveindicatedthepromisingresultsandbecomeeffectivemethodstopredictthefinalsettlement,while the uncertainties of parameters and the orieslimitsignificantlytheaccuracy of settlementestimation .This paperpresentsanobservationalmethodto predict the settlementperformanceofembankmentswithstageconstructiononsoftgroundbasedonAsaokamethod .Thecasestudiesshowtheac cordanceofthepredictingresults with the fieldmeasured data .Itis alsogiven from the case study that the value of Eu/curatiorangesfrom 5 0to 10 0forJiangsuMarineclayanditsactualcoefficientofconsolidationisalmostoneorderofmagnitudelarger than the laboratory data .
刘松玉；经绯；. 软土地基上分期施工的路堤沉降预测方法(英文)[J]. 岩土工程学报, 2003, 25(2): 228-232.
LIU Songyu, JING Fei. Settlement prediction of embankments with stage construction on soft ground. Chinese J. Geot. Eng., 2003, 25(2): 228-232.
