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时间序列分析方法预报基坑支撑轴力

Time series analysis method for predicting supporting forces of excavation pit

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【作者】 徐浩峰应宏伟朱向荣

【Author】 XU Hao-feng~(1,2), YING Hong-wei~1, ZHU Xiang-rong~1(1.Geotechnical Engineering Institute,Zhejiang University, Hangzhou310027, China;2.Hangzhou Architectural Design Research Institute Corporation, Hangzhou\ 310001,China)

【机构】 浙江大学岩土工程研究所浙江大学岩土工程研究所 浙江杭州 310027杭州市建筑设计研究院有限公司浙江杭州 310001浙江杭州 310027浙江杭州 310027

【摘要】 介绍了自回归模型AR(n)的建立步骤。基坑轴力监测数据波动很大,但是模型预测结果平均误差只有3%左右,说明模型有很强的自适应性,同时证实时间序列分析法可应用于基坑支撑轴力监测数据分析和预报。应用该模型对现场观测数据进行分析,对模型参数进行估计及检验,并判断模型的正确性,在此基础上预报其变化趋势。结果证明,误差较大地方是由于施工的干扰造成的分析,从而可以判断出施工过程对支撑轴力的影响程度。

【Abstract】 Time series analysis method is applied to analyze the monitoring data of supporting forces of excavation pit.The original auto-regressive model is utilized to search the most suitable model by continuously calculating the relevant parameters.The suitability of the model is determined by checking the residual mean square deviation.If the difference of square deviation between successive models is small enough,the last one should be identified as the most suitable model.On the basis of the most suitable model and corresponding parameter the formula for predicting the supporting forces is deduced.The application of this method shows that the average deviation of prediction is less than 3%,no matter how the monitoring data variation is.It demonstrates that the model possesses good auto-adaptability.

  • 【文献出处】 水利学报 ,Journal of Hydraulic Engineering , 编辑部邮箱 ,2004年01期
  • 【分类号】TU431
  • 【被引频次】23
  • 【下载频次】346
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