Numerical Study of Optimal Parameters on the High Filling Embankment Landslide Reinforced by the Portal Anti-Slide Pile
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-1743-1.pdf
Reference54 articles.
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3. Balzano B, Tarantino A, Ridley A (2019) Preliminary analysis on the impacts of the rhizosphere on occurrence of rainfall-induced shallow landslides. Landslides 16(10):1885–1901, DOI: 10.1007/s10346-019-01197-5
4. Cai F, Ugai K (2000) Numerical analysis of the stability of a slope reinforced with piles. Soils and Foundations 40(1):73–84, DOI: 10.3208/sandf.40.73
5. Calcaterra S, Cesi C, Di Maio C, Gambino P, Merli K, Vallario M, Vassallo R (2012) Surface displacements of two landslides evaluated by GPS and inclinometer systems: A case study in Southern Apennines, Italy. Natural Hazards 6(11):257–266, DOI: 10.1007/s11069-010-9633-3
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