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淤泥质土堤防沉降预测方法的对比分析

赵新铭 刘浩 杨涛 宋业恒 温建明 罗涛   

  • 出版日期:2016-09-15 发布日期:2016-09-15

Comparison and analysis of prediction methods of mucky soil embankment settlement

  • Online:2016-09-15 Published:2016-09-15

摘要: 为了获得更加精确的堤防沉降参数,通过双曲线法、三点法、S型曲线等常用曲线拟合法对淤泥质土堤防沉降进行了预测,并分析了这几种方法预测的精度。考虑到各种方法的优缺点,运用最优加权建立了组合预测模型,分别以组合模型的误差平方和最小及有效度最大为目标函数确定最优的加权系数。工程实例计算结果表明,单一预测中三点法预测精度最高,而最优组合沉降预测模型的精度不仅比单项预测模型的精度要高,且可靠性也更佳。

关键词: 曲线拟合法, 组合预测, 淤泥质土, 堤防沉降

Abstract:

The mucky soil embankment settlement is predicted by commonly used fitting curves, such as the hyperbolic curve, three point curve, S type curve, and the accuracy of the 3 curves is analyzed. Considering the advantages and disadvantages of a single method, the combination forecast model is established by using the optimal weighting, and the optimal weighted coefficient is determined by object function of minimum sum of squared error and maximum effective degree.  The comparison results show that, among single prediction, the three point method has the highest prediction accuracy, and the optimal combined forecasting model has higher accuracy than single prediction model, and its reliability is better.

Key words: curve fitting; combination forecasting, mucky soil, embankment settlement