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某山区机场跑道沉降监测和预测分析

Monitoring and Prediction Analysis of Runway Subsidence in a Mountainous Area

  • 摘要: 随着经济的快速发展,国内机场各项基础设施面临新一轮的发展瓶颈,机场的改扩建势在必行。其中,机场跑道工程基层填筑体厚、沉降周期长、工后沉降难以预测是影响建设周期的主要因素。为满足当前机场建设的需要,本文以水准数据为基础,结合高填方体沉降的物理性质与拟合函数,采用曲线法对各测点监测数据进行拟合回归预测分析,同时将全过程时程曲线及时程平缓段曲线沉降预测结果进行比对,最终确定道面施工时间并预测道面施工后的沉降情况。跑道沉降预测结果与现场监测数据吻合度较高、可靠性强,为推定道面施工时间提供了依据,研究成果为类似民航高填方工程提供了有益经验。

     

    Abstract: The rapid economic development has brought about a new round of development bottleneck for the infrastructure of domestic airports, making it imperative to reconstruct and expand them. The main factors affecting the construction period include the thickness of the base fill, long settlement periods, and difficulty in predicting settlement after construction. In order to meet current airport construction needs, this paper utilizes curve method to conduct fitting regression prediction analysis on monitoring data from each measuring point based on level data and physical property of high fill settlement. It compares settlement prediction results from the entire time history curve with those from the gentle section of the process in order to determine pavement construction time and predict post-construction pavement settlement. The runway settlement prediction results are highly reliable as they align well with field monitoring data, providing a basis for estimating pavement construction time and offering valuable experience for similar civil aviation high fill projects.

     

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