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软土路堤沉降预测方法研究
引用本文:郑永来,童琪华,杨柳峰,潘杰.软土路堤沉降预测方法研究[J].同济大学学报(自然科学版),2005,33(12):1581-1585.
作者姓名:郑永来  童琪华  杨柳峰  潘杰
作者单位:同济大学,地下建筑与工程系,上海,200092
基金项目:上海市重点学科建设资助项目
摘    要:建立了依据路堤填土期施工期和预压期观测资料计算路堤总瞬时沉降、总固结沉降、地基固结指数的基因反演方法,进而根据这三个反演参数计算最终沉降,并与实际值作比较,二者符合较好.此外,再依据预压期的沉降资料,分别利用三种不同的计算模型反演计算最终沉降,并与实测结果进行比较,进而对沉降计算模型的选取提出建议.

关 键 词:路堤  沉降  反演分析  遗传算法
文章编号:0253-374X(2005)12-1581-05
收稿时间:06 30 2004 12:00AM
修稿时间:2004-06-30

Research of Methods on Prediction of Settlement of Embankment on Soft Soil
ZHENG Yong-lai,TONG Qi-hua,YANG Liu-feng,PAN Jie.Research of Methods on Prediction of Settlement of Embankment on Soft Soil[J].Journal of Tongji University(Natural Science),2005,33(12):1581-1585.
Authors:ZHENG Yong-lai  TONG Qi-hua  YANG Liu-feng  PAN Jie
Institution:Department of Geoteehnical Engineering, Tongii University,Shanghai 200092, China
Abstract:Based on the monitoring data of settlement during construction and prepress period,this article has set up a genetic inverse analysis method to evaluate the entire immediate settlement,entire primary settlement and consolidation index.Then we can evaluate the final settlement according to the three indexes,then compare it with the monitoring data,and the result shows that both meet well.In addition,we use three different models to evaluate the final settlement by genetic inverse analysis method based on the monitoring data during the press period,and also compare it with the monitoring data in order to give some advice for choosing the proper computing model.
Keywords:embankment  settlement  inverse analysis  genetic algorithm
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