Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China
Author:
Funder
National Natural Science Foundation of China
Central Public-Interest Scientific Institution Basal Research Fund
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10064-024-03830-7.pdf
Reference29 articles.
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2. Chinese National Standard GB/T 50123 (1999) Standard for geotechnical testing method. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing, China
3. Conte E, Troncone A (2018) A performance-based method for the design of drainage trenches used to stabilize slopes. Eng Geol 239:158–166. https://doi.org/10.1016/j.enggeo.2018.03.017
4. Cotecchia F, Lollino P, Petti R (2016) Efficacy of drainage trenches to stabilise deep slow landslides. Géotech Lett 6:1–6. https://doi.org/10.1680/jgele.15.00065
5. Deng DP, Li L, Zhao LH (2019) Stability analysis of slopes under groundwater seepage and application of charts for optimization of drainage design. Geomech Eng 17(2):181–194. https://doi.org/10.12989/gae.2019.17.2.181
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