Subsidence analysis of ELH Bridge through ground-based interferometric radar during the crossing of a subway shield tunnel underneath the bridge. Issue 6 (19th March 2018)

• Record Type: Journal Article
• Authors: Zhou, Lv; Guo, Jiming; Hu, Jiyuan; Ma, Jun; Wei, Fuhong; Xue, Xiaoyan
• Is Part Of: International journal of remote sensing. Volume 39:Issue 6(2018)
• Page Start: 1911
• Page End: 1928
• Publication Date: 2018-03-19
• Subjects: Remote sensing -- Periodicals; Télédétection -- Périodiques; 621.3678
• DOI: 10.1080/01431161.2017.1416698
• Languages: English
• ISSNs: 0143-1161

Abstract

ABSTRACT: Ground-based interferometric radar is a popular technique for the deformation monitoring and analysis of civil engineering constructions. Many researchers have applied this technique to different operative scenarios, but only a few studies have analysed deformation time series derived through ground-based interferometric radar in consideration of the effect of coloured noise. In this study, deformation information was retrieved through the joint application of ground-based interferometric radar and maximum likelihood estimation (MLE) in consideration of the effects of white and coloured noises. A case study was conducted on the subsidence of East Lake High-tech Bridge during subway shield tunnel crossing underneath this bridge (from 16 to 18 November 2016). The subsidence time series was derived through ground-based interferometric radar. Afterward, the subsidence time series was verified by levelling at an accuracy better than 0.33 mm. Furthermore, white and coloured noises were detected in the denoized subsidence time series through a spectral analysis and MLE. For the subsidence time series of Nos. 7 and 8 piers, the coloured noise amplitudes were 0.3824 and 0.6261 mm, respectively, and the white noise values were 0.0414 and 0.0610 mm, respectively. Accurate subsidence rates and accumulative subsidence were derived through MLE by using the estimated noise characteristics in the subsidence time series. The subsidence rates of Nos. 7 and 8 piers were −0.0122 ± 0.0060 and −0.0065 ± 0.0058 mm hour −1, respectively, and the accumulative subsidence values were −0.6365 and −0.3370 mm, respectively. This finding suggests that the bridge is stable and safe.