Fig. 9
Comparison and verification of interseismic deformations obtained with different methods. a and b Results of the total set of uncorrected and corrected interferograms, respectively. STD and PCC of the results are shown in the upper right corner. c Result from network-based method. d Result from the proposed method. e Comparison of InSAR and GNSS observations. f Velocities along the profile \({\mathrm{QQ}}^{\mathrm{^{\prime}}}\). The squares represent binned average values every 1.5Â km along the profile. The unit of the profile slope is mm/a/100Â km