Effect of Anchor Angle on the Stability of Slope Reinforced by Pile-anchor Structure Under Seismic Load
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-024-00936-3.pdf
Reference33 articles.
1. Raj M, Sengupta A (2014) Rain-triggered slope failure of the railway embankment at Malda. India Acta Geotech 9(5):789–798. https://doi.org/10.1007/s11440-014-0345-9
2. Anbarasu K, Sengupta A, Gupta S, Sharma SP (2010) Mechanism of activation of the Lanta Khola landslide in Sikkim Himalayas. Landslides 7(2):135–147. https://doi.org/10.1007/s10346-009-0193-0
3. Durante MG, Di Sarno L, Mylonakis G, Taylor CA, Simonelli AL (2018) Soil-pile-structure interaction evidences from scaled 1-g model. In sustainable civil infrastructures. Springer Science and Business Media B.V. https://doi.org/10.1007/978-3-319-63543-9_9
4. Pai Lf Wu, Hg GW, Wei H, Tang L (2022) Shaking table test for seismic optimization of soil slope reinforced by new EPS pile under earthquake. Soil Dyn Earthq Eng 154:107140–107140. https://doi.org/10.1016/j.soildyn.2021.107140
5. Asaoka A, Kodaka T, Pokharel G (1994) Stability analysis of reinforced soil structures using rigid plastic finite element method. Soils Found 34(1):107–118. https://doi.org/10.3208/sandf1972.34.107
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