Centrifuge modeling of new pile reinforcement on slopes subjected to drawdown
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-02893-8.pdf
Reference29 articles.
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2. Ausilio E, Conte E, Dente G (2001) Stability analysis of slopes reinforced with piles. Comput Geotech 28(8):591–611. https://doi.org/10.1016/s0266-352x(01)00013-1
3. Bronnimann C, Stahli M, Schneider P, Seward L, Springman SM (2013) Bedrock exfiltration as a triggering mechanism for shallow landslides. Water Resour Res 49(9):5155–5167. https://doi.org/10.1002/wrcr.20386
4. Fan L, Zhang GC, Li B, Tang HM (2017) Deformation and failure of the Xiaochatou Landslide under rapid drawdown of the reservoir water level based on centrifuge tests. Bull Eng Geol Env 76(3):891–900. https://doi.org/10.1007/s10064-016-0895-1
5. Huang D, Gu DM (2017) Influence of filling-drawdown cycles of the Three Gorges reservoir on deformation and failure behaviors of anaclinal rock slopes in the Wu Gorge. Geomorphology 295:489–506. https://doi.org/10.1016/j.geomorph.2017.07.028
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1. Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope;Bulletin of Engineering Geology and the Environment;2024-06-13
2. Centrifuge Model Test Study of Structuralized Cemented Slopes under Excavation Conditions;International Journal of Geomechanics;2024-03
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