Behavior of model pile in unsaturated soil subjected to cyclic loading
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02313-z.pdf
Reference70 articles.
1. Albiker J, Achmus M, Frick D, Flindt F (2017) 1 g model tests on the displacement accumulation of large-diameter piles under cyclic lateral loading. Geotech Test J 40(2):173–184. https://doi.org/10.1520/GTJ20160102
2. ASTM (2006) Standard test methods for max. index density and unit weight of soils using a vibratory table
3. ASTM D (2007) Standard test method for particle-size analysis of soils
4. ASTM D (2011) Standard test method for direct shear test of soils under consolidated drained conditions. D3080/D3080M 3(9)
5. Awad-Allah MF, Yasufuku N, Abdel-Rahman AH (2017) Cyclic response of wind turbine on piles in unsaturated sand. Int J Phys Modell Geotechn 17(3):161–176. https://doi.org/10.1680/jphmg.15.00017
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