首页> 外文期刊>International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences >MONITORING GROUND DEFORMATION OF SUBWAY AREA DURING THE CONSTRUCTION BASED ON THE METHOD OF MULTI-TEMPORAL COHERENT TARGETS ANALYSIS
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MONITORING GROUND DEFORMATION OF SUBWAY AREA DURING THE CONSTRUCTION BASED ON THE METHOD OF MULTI-TEMPORAL COHERENT TARGETS ANALYSIS

机译:基于多时相干目标分析方法的地铁施工期地面变形监测

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Multi-temporal coherent targets analysis is a high-precision and high-spatial-resolution monitoring method for urban surface deformation based on Differential Synthetic Aperture Radar (DInSAR), and has been successfully applied to measure land subsidence, landslide and strain accumulation caused by fault movement and so on. In this paper, the multi-temporal coherent targets analysis is used to study the settlement of subway area during the period of subway construction. The eastern extension of Shanghai Metro Line.?2 is taking as an example to study the subway settlement during the construction period. The eastern extension of Shanghai Metro Line.?2 starts from Longyang Road and ends at Pudong airport. Its length is 29.9 kilometers from east to west and it is a key transportation line to the Pudong Airport. 17 PalSAR images during 2007 and 2010 are applied to analyze and invert the settlement of the buildings nearby the subway based on the multi-temporal coherent targets analysis. But there are three significant deformation areas nearby the Line 2 between 2007 and 2010, with maximum subsidence rate up to 30?mm/y in LOS. The settlement near the Longyang Road station and Chuansha Town are both caused by newly construction and city expansion. The deformation of the coastal dikes suffer from heavy settlement and the rate is up to ?30?mm/y. In general, the area close to the subway line is relatively stable during the construction period.
机译:多时相干目标分析是一种基于微分合成孔径雷达(DInSAR)的高精度,高空间分辨率的城市地表变形监测方法,已成功地用于测量断层引起的地面沉降,滑坡和应变累积。运动等等。本文采用多时相干目标分析方法,研究了地铁建设时期地铁区域的沉降问题。以上海地铁二号线东延线为例,研究施工期的地铁沉降情况。上海地铁2号线的东延线从龙阳路开始,至浦东机场结束。东西长29.9公里,是通往浦东机场的重要交通线。基于多时相干目标分析,将2007年和2010年的17张PalSAR图像用于分析和反演地铁附近建筑物的沉降。但是,在2007年至2010年之间,2号线附近存在三个明显的变形区域,LOS的最大沉降率高达30?mm / y。龙阳路站和川沙镇附近的居民点都是由于新建和城市扩张而引起的。沿海堤防的变形受到沉重沉降的影响,其速率高达?30?mm / y。通常,在施工期间,靠近地铁线的区域相对稳定。

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