机场高填方长期沉降的数值反分析及有效预测

Jiangtao Huang, Ting Luo, Hongye Yan, Feng Chen, Qian-li Zhang
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引用次数: 1

摘要

高填方长期沉降较大,可能影响工程实际应用。因此,研究长期沉降的计算方法和有效预测范围至关重要。本文建立了基于遗传算法和时变UH模型的数值反分析平台。通过对河北承德机场高填方沉降监测数据的分析,验证了基于时变UH模型的数值计算对于预测高填方长期沉降的适用性。提出了长期沉降的有效预测区间方法,并推导了相应的计算公式。根据已有的实测数据区间t m,可利用该方程定量计算特定沉降误差极限下的有效预测区间te。最后,通过承德机场高填方监测数据,计算出有效的预测区间。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical back-analysis and effective prediction of the long-term settlement of airport high fill
The long-term settlement of high fill is large, which may affect the practical application of engineering. Therefore, it is crucial to study the calculation method and effective prediction range of long-term settlement. In this paper, a numerical back-analysis platform based on genetic algorithm and time-dependent UH model is established. It is verified that the numerical calculation based on time-dependent UH model is applicable to predict the long-term settlement by the settlement monitoring data of the high fill in Chengde Airport, Hebei province. The effective prediction interval method of long-term settlement is proposed and the corresponding calculation equation is derived. According to the existing measured data interval t m , the equation can be used to quantitatively calculate the effective prediction interval t e under a specific settlement error limit. At last, the effective prediction interval is calculated through the monitoring data of the high fill in Chengde Airport.
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