Mechanisms of Reservoir Impoundment-Induced Large Deformation of the Guobu Slope at the Laxiwa Hydropower Station, China: Preliminary Insights from Field Monitoring and Experimental Testing
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9069-6_31
Reference11 articles.
1. Chen XP, Zhang QY, Liu DW et al (2008) Deformation statistical regression analysis model of slope and its application. Chin J Rock Mech Eng 27(A02):3673–3679 (in Chinese)
2. Li M, Lu Z, Shi X et al (2019) Monitoring active motion of the Guobu landslide near the Laxiwa Hydropower Station in China by time-series point-like targets offset tracking. Remote Sens Environ 221:80–93
3. Liu Y, Wang X, Wu Z et al (2018) Simulation of landslide-induced surges and analysis of impact on dam based on stability evaluation of reservoir bank slope. Landslides 15(1):1–15
4. Shi X, Zhang L, Tang M et al (2017) Investigating a reservoir bank slope displacement history with multi-frequency satellite SAR data. Landslides. https://doi.org/10.1007/s10346-017-0846-3
5. Wang XW, Zhuang WY, Liu YR et al (2020) Study on the deformation mechanism of abutment slope and its influence on the dam during the impoundment of high arch dam. IOP Conf Ser Earth Environ Sci 570:062011
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