Retrogressive Failure of Reservoir Rim Sandy Slopes Induced by Steady-State Seepage Condition
Author:
Funder
THDC India Limited
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-021-00502-1.pdf
Reference16 articles.
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2. Sun G, Zheng H, Huang Y, Li C (2016) Parameter inversion and deformation mechanism of Sanmendong landslide in the Three Gorges Reservoir region under the combined effect of reservoir water level fluctuation and rainfall. Eng Geol 205:133–145. https://doi.org/10.1016/j.enggeo.2015.10.014
3. Sun G, Yang Y, Cheng S, Zheng H (2017) Phreatic line calculation and stability analysis of slopes under the combined effect of reservoir water level fluctuations and rainfall. Can Geotech J 54(5):631–645
4. Akay O, Ozer A, Fox GA, Wilson GV (2016) Behavior of fibre-reinforced sandy slopes under seepage. In: World environmental and water resources congress ASCE. pp 397–406
5. Fox GA, Wilson GV, Simon A, Langendoen EJ, Akay O, Fuchs JW (2007) Measuring streambank erosion due to ground water seepage: correlation to bank pore water pressure, precipitation and stream stage. Earth Surf Process Landf 32(10):1558–1573
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