Articles | Volume 19, issue 10
Nat. Hazards Earth Syst. Sci., 19, 2229–2240, 2019
https://doi.org/10.5194/nhess-19-2229-2019
Nat. Hazards Earth Syst. Sci., 19, 2229–2240, 2019
https://doi.org/10.5194/nhess-19-2229-2019

Research article 10 Oct 2019

Research article | 10 Oct 2019

InSAR technique applied to the monitoring of the Qinghai–Tibet Railway

Qingyun Zhang et al.

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Interactive discussion

Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
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Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision
ED: Reconsider after major revisions (further review by editor and referees) (20 May 2019) by Filippo Catani
AR by zhang qingyun on behalf of the Authors (17 Jul 2019)  Author's response    Manuscript
ED: Referee Nomination & Report Request started (12 Aug 2019) by Filippo Catani
RR by Anonymous Referee #1 (18 Aug 2019)
RR by Anonymous Referee #2 (24 Aug 2019)
ED: Publish subject to minor revisions (review by editor) (24 Aug 2019) by Filippo Catani
AR by zhang qingyun on behalf of the Authors (28 Aug 2019)  Author's response    Manuscript
ED: Publish as is (02 Sep 2019) by Filippo Catani
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Short summary
Before the opening of the railway, the deformation of the Qinghai–Tibet Railway was very small and considered stable. After opening, the overall stability of the railway section was good. The main deformation areas are concentrated in the areas where railway lines turn and geological disasters are concentrated. In order to ensure the safety of railway operation, it is necessary to carry out long-term time series observation along the Qinghai–Tibet Railway.
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