The Stability Analysis Method of Leveling Datum Points in Mining Areas of Western China Based on SBAS-InSAR Technology
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-0635-y.pdf
Reference40 articles.
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2. Aydin C (2017) Effects of displaced reference points on deformation analysis. Journal of Surveying Engineering 143(3): 04017001, DOI: https://doi.org/10.1061/(ASCE)SU.1943-5428.0000216
3. Barbero I, Torrecillas C, Prates G, Páez R, Gárate J, García A, Berrocoso M (2018) Assessment of ground deformation following Tenerife’s 2004 volcanic unrest. Journal of Geodynamics 121: 1–8, DOI: https://doi.org/10.1016/j.jog.2018.06.002 (Canary Islands)
4. Baselga S, García-Asenjo L, Garrigues P (2015) Deformation monitoring and the maximum number of stable points method. Measurement 70: 27–35, DOI: https://doi.org/10.1016/j.measurement.2015.03.034
5. Bekaert DPS, Handwerger AL, Agram P, Kirschbaum DB (2020) InSAR-based detection method for mapping and monitoring slow-moving landslides in remote regions with steep and mountainous terrain: An application to Nepal. Remote Sensing of Environment 249: 111983, DOI: https://doi.org/10.1016/j.rse.2020.111983
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