张吾渝, 谭昌明. 公路路堤软土地基沉降的一维动态反演预测分析方法[J]. 力学与实践, 2000, 22(4). DOI: 10.6052/1000-0879-f2000-105
引用本文: 张吾渝, 谭昌明. 公路路堤软土地基沉降的一维动态反演预测分析方法[J]. 力学与实践, 2000, 22(4). DOI: 10.6052/1000-0879-f2000-105
ONE-DIMENSIONAL DYNAMIC INVERSE-ANALYSIS AND PREDICTION METHOD OF SOFT CLAY GROUND SETTLEMENT UNDER EMBANKMENT[J]. MECHANICS IN ENGINEERING, 2000, 22(4). DOI: 10.6052/1000-0879-f2000-105
Citation: ONE-DIMENSIONAL DYNAMIC INVERSE-ANALYSIS AND PREDICTION METHOD OF SOFT CLAY GROUND SETTLEMENT UNDER EMBANKMENT[J]. MECHANICS IN ENGINEERING, 2000, 22(4). DOI: 10.6052/1000-0879-f2000-105

公路路堤软土地基沉降的一维动态反演预测分析方法

ONE-DIMENSIONAL DYNAMIC INVERSE-ANALYSIS AND PREDICTION METHOD OF SOFT CLAY GROUND SETTLEMENT UNDER EMBANKMENT

  • 摘要: 根据Merchant一维黏弹性固结理论解析解,建立了路堤软土地基主、次固结沉降的简化反演预测计算公式,并提出了便于工程应用的动态反演预测分析方法.算例分析表明,该方法是可行的.

     

    Abstract: The formula for parameters inverse analysis and settlement prediction of saturated soft clay ground under embankment is preseated. In order toavoid the nou-uniqueness and instability in analysis,the dynamic inverse analysis and prediction method is proposed. The proposed method is demonstrsted to be feasible in the case study

     

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