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Analysis and Evaluation of Land Subsidence along Linear Engineering Based on InSAR Data

机译:基于INSAR数据的线性工程沿线沉降分析与评估

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Land subsidence is a worldwide geological environment problem, which can bring about lasting and serious harm to linear engineering and urban construction. In this paper, land subsidence along the linear engineering was monitored and analyzed by the Synthetic Aperture Radar (SAR) images, high-precision leveling results, groundwater level monitoring data. Combined with Small Baseline Subset (SBAS) Interferometric Synthetic Aperture Radar (InSAR) technology, spatial analysis technology of geographic information system and contribution rate method, the spatial and temporal evolution characteristics, influencing factors, and the contribution rate of each factor to land subsidence along the Lunan high-speed railway from 2016 to 2018 were researched. The accuracy of subsidence results by InSAR monitoring was verified by the linear fitting method and root mean square error method. The influence of uneven subsidence on linear engineering was discussed based on the evaluation results of subsidence gradient zoning. The results indicate that the maximum accumulated subsidence along the Lunan high-speed railway is 499 mm. Multiple subsidence center areas have been formed in the study area, with the maximum subsidence rate exceeding -55 mm/yr. The maximum subsidence gradient and curvature radius of the Lunan high-speed railway meet the requirements of line smoothness when the train speed is 350 km/h. The coal mining, compressible layer thickness, and changes in groundwater level are positively correlated with land subsidence, the total contribution rate to land subsidence is more than 90%. The research results provide scientific support for the prevention and control of land subsidence along the linear engineering.
机译:土地沉降是一个全球地质环境问题,可以为线性工程和城市建设带来持久和严重的危害。本文通过合成孔径雷达(SAR)图像,高精度水平测量数据监测和分析了沿线性工程的土地沉降,高精度水平监测数据。结合小型基线子集(SBA)干涉合成孔径雷达(INSAR)技术,地理信息系统的空间分析技术和贡献率法,空间和时间演化特征,影响因素,以及每个因素的土地沉降的贡献率2016年至2018年的鲁南高速铁路进行了研究。通过线性拟合方法和根均方误差方法验证了INSAR监控的沉降结果的准确性。基于沉降梯度分区的评估结果,讨论了不均匀沉降对线性工程的影响。结果表明,沿着鲁南高速铁路的最大累积沉降为499毫米。研究区域已形成多个沉降中心区域,最大沉降率超过-55 mm / yr。鲁南高速铁路的最大沉降和曲率半径满足线平滑度的要求,当火车速度为350 km / h时。煤矿,可压缩层厚度和地下水位的变化与地面沉降有正相关,土地沉降的总贡献率超过90%。研究结果为沿线工程预防和控制土地沉降提供科学支持。

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