Dynamic performance of root-reinforced slopes by centrifuge modeling tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10346-023-02035-5.pdf
Reference32 articles.
1. ASTM Standard D2434-19 (2019) Standard test method for permeability of granular soils (Constant Head). ASTM International, West Conshohocken, PA. https://doi.org/10.1520/D2434-19
2. ASTM Standard D3080/D3080M-11 (2012) Standard test method for direct shear test of soils under consolidated drained conditions. ASTM International, West Conshohocken, PA. https://doi.org/10.1520/D3080_D3080M-11
3. Askarinejad A, Springman SM (2015) Centrifuge modelling of the effects of vegetation on the response of a silty sand slope subjected to rainfall. Computer methods and recent advances in geomechanics – Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014:1339–1344
4. Bischetti GB, Chiaradia EA, Simonato T, Speziali B, Vitali B, Vullo P, Zocco A (2005) Root strength and root area ratio of forest species in Lombardy (Northern Italy). Plant Soil 278:11–22. https://doi.org/10.1007/s11104-005-0605-4
5. Chu TH (2018) Effect of vegetation on the stability of sandy slope soil by centrifuge modeling. Master Thesis, National Central University
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