首页> 外文会议>Key technologies of railway engineering: high-speed railway, heavy haul railway and urban rail transit. >A NEW SURVEYING TECHNOLOGY FOR RAILWAY SUBGRADE SETTLEMENT DEFORMATION MONITORING: A CASE STUDY
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A NEW SURVEYING TECHNOLOGY FOR RAILWAY SUBGRADE SETTLEMENT DEFORMATION MONITORING: A CASE STUDY

机译:铁路路基沉降变形监测新技术:案例研究

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Satellite differential interferometric synthetic aperture radar technology (D-InSAR) is an innovative measurement method developing rapidly during recent years in photogrammetry and remote sensing field. To test and demonstrate its applicability to deformation monitoring for railway subgrade settlement, this paper introduces the technical performances of DInSAR, and analyzes its feasibility for measurement of high-speed railway subgrade settlement. As a case study experiment, persistent scatterers (PS) interferometry using satellite D-InSAR technology was applied to detect subgrade deformation over permafrost regions of Qinghai-Tibet Plateau in the Beiluhe test site along the Qinghai-Tibet railway with gathered ENVISAT-ASAR images. The experimental results show that PS interferometry can effectively acquire long-time deformation sequence through analyzing the ground scatterers with relative stable phase and are in accordance with the results obtained by conventional in-situ ground leveling. The deformation characteristics of the sliced rock embankment and railway bridge along the Qinghai-Tibet railway are analyzed and compared.
机译:卫星差分干涉合成孔径雷达技术(D-InSAR)是一种创新的测量方法,近年来在摄影测量和遥感领域得到了迅速发展。为了测试并证明其在铁路路基沉降监测中的适用性,本文介绍了DInSAR的技术性能,并分析了其在高速铁路路基沉降测量中的可行性。作为一个案例研究实验,采用卫星D-InSAR技术进行的持久散射(PS)干涉测量法利用收集的ENVISAT-ASAR图像检测了青藏铁路沿北he河试验场的青藏高原多年冻土地区的路基变形。实验结果表明,PS干涉仪通过分析相位相对稳定的地物散射体,可以有效地获取长期的变形序列,符合常规原地找平的结果。分析并比较了青藏铁路沿线片状路堤和铁路桥梁的变形特征。

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