以克列缅楚克的堤坝为例说明挡土墙大地测量监测方法的合理性

P. Mikhno, I. Shelkovska, V. Kozar, O. Kliuka, Y. Trehub
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引用次数: 0

摘要

目的以城市休闲区的挡土墙为例,制定大地测量结果分析方法,根据该方法可以利用过去几年的材料,满足大地测量监测的需要。方法。挡土墙大地测量监测技术方案的制定分为四个主要阶段:初始数据分析、大地测量监测设计、定期观测、大地测量监测结果的处理和分析。城市休闲区的条件决定了大地测量监测的特殊性,限制了选择大地测量网络方案和测量方法的可能性。在这方面,建议在大地测量监测的第一阶段就建立变形过程发展模型,这将使今后的大地测量监测工作更加可靠,并避免可能出现的预报错误。研究结果克雷缅楚克大地测量网的大地测量分析结果(墙体标志的坐标和高度)显示挡土墙存在水平和垂直位移。在水平面内,挡土墙向西南方向移动,移向第聂伯河。在垂直面上,挡土墙有所下沉。挡土墙各部分的位移不均匀。水平和垂直位移的年平均速率相当,约为 1 毫米/年。墙体标志在水平面的绝对位移矢量值超出了大地测量精度和规范公差。独创性。考虑到对过去几年大地测量结果的分析,已经开始对城市休闲区条件下的挡土墙位移进行建模。实用价值。在克雷缅楚克大地测量密集网络中进行的大地测量结果分析数据表明存在变形过程,并证明有必要通过大地测量监测对其进行控制。建议的模型可用于根据以前和现在的测量结果对未来的预测变化进行比较和综合分析,这是另一个研究课题。
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Justification of geodetic monitoring methodology of the retaining walls on the example of the embankment in Kremenchuk
Purpose. Development of a methodology for analyzing the results of geodetic measurements according to which it is possible to use the materials of past years for the needs of geodetic monitoring on the example of a retaining wall in the conditions of the city’s recreational area. Methodology. A technological scheme of geodetic monitoring of retaining walls has been developed with four main stages: analysis of initial data, design of geodetic monitoring, periodic observations, processing and analysis of geodetic monitoring results. The conditions of the recreational areas of the city determine the specifics of geodetic monitoring, limit the possibilities of choosing a scheme of the geodetic network and methods of measurements. In this regard, it is proposed to develop models of the development of deformation processes already at the first stage of geodetic monitoring, which will allow geodetic monitoring to be carried out with greater reliability in the future and avoid possible forecasting errors. Findings. The results of the analysis of geodetic measurements in the geodetic networks of Kremenchuk (coordinates and heights of wall signs) show the presence of horizontal and vertical displacements of the retaining wall. In the horizontal plane the retaining wall has shifted in the south-western direction, towards the Dnipro River. In the vertical plane, the retaining wall has subsided. The displacements of different parts of the retaining wall are uneven. The average annual rate of both horizontal and vertical displacements is equivalent and is approximately 1 mm/year. The values of absolute displacement vectors of wall signs in the horizontal plane exceed the accuracy of geodetic measurements and normative tolerances. Originality. Modeling of displacements of retaining walls in the conditions of recreational areas of the city is already underway, taking into account the analysis of the results of geodetic measurements of past years. Practical value. The data of the analysis of the results of geodetic measurements carried out in the geodetic densification networks of Kremenchuk indicate the presence of deformation processes and justify the need for their control through geodetic monitoring. The suggested models can be used as the comparative and combined analysis of future forecast changes based on previous and current results of measurements, which is a topic for another research.
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148
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