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广义延拓逼近法在基坑监测数据处理中的应用

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针对基坑监测数据处理中的内插和预测问题,引入基于广义延拓逼近法的内插模型和外推模型,先推导广义延拓逼近法公式,然后利用某基坑桩顶竖向位移监测点的 10 个月监测数据进行去噪预处理,再进行计算分析.基于广义延拓逼近法进行内插分析,采用滑动式算法,研究不同单元域节点数r、延拓域节点数s和逼近函数项数t组合与内插精度之间的关系,计算结果表明,当s较大、r和t相对较小且较为接近时,精度相对稳定,r=2、t=3 和s=4 时内插精度达到最高;另外,已知节点数和内插精度之间呈正比关系.研究结果表明,基于广义延拓逼近法的内插模型和外推模型均具有较高的计算精度,可以达到亚毫米级,适用于基坑监测数据处理,具有良好的工程价值和应用前景.
Application of Generalized Extended Approximation Method in Monitoring Data Processing of the Foundation Pit
Aiming at the interpolation and prediction problems in pit monitoring data processing,this paper introduced the interpolation model and extrapolation model of the generalised extended approximation method.Firstly,the formula of the generalised extended approximation method was derived,and then the 10-month monitoring data of the vertical displacement monitoring point of the pile top of a foundation pit was used for denoising pre-processing before calculation and analysis.The interpolation analysis was carried out based on the generalised extended approximation method,and the sliding algorithm was adopted to study the relationship between the combination of different unit domain nodes r,extended domain nodes s and approximation function terms t and the interpolation accuracy.The results of the data calculations show that the accuracy is relatively stable when s is larger,r and t are relatively small and closer,and the interpolation accuracy of the combination r=2,t=3 and s=4 reaches the highest.The extrapolation accuracy of the generalised extended approximation method is investigated,and the data analysis shows that there is a positive relationship between the number of known nodes and the interpolation accuracy.The study concludes that the interpolation model and extrapolation model of the generalised extended approximation method have high computational accuracy,which can reach the sub-millimetre level,and are suitable for pit monitoring data processing,with good engineering value and application prospects.

metrofoundation pit monitoringgeneralized extended approximationinterpolation modelextrapolation modelerror analysis

李振昌

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中国铁路设计集团有限公司,天津 300308

地铁 基坑监测 广义延拓逼近法 内插模型 外推模型 误差分析

2024

铁道勘察
中铁工程设计咨询集团有限公司

铁道勘察

影响因子:0.542
ISSN:1672-7479
年,卷(期):2024.50(5)