Model Investigation on Spudcan-Sand Interaction Using Transparent Media
Author:
Funder
Zhejiang Provincial Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02617-z.pdf
Reference16 articles.
1. Baligh MM (1985) Strain path method. J Geotech Eng 111(9):1108–1136
2. Ezzein FM, Bathurst RJ (2011) A transparent sand for geotechnical laboratory modeling. Geotech Test J 34(6):590–601
3. Fergani S, Allag Ait Mokhtar K, Djerbal L, Pizette P, Abriak N-E, Nechnech A (2020) FEM simulations of granular matter behaviour under triaxial tests. Geotech Geol Eng. https://doi.org/10.1007/s10706-020-01540-x
4. Guzman IL, Iskander M, Suescun-Florez E, Omidvar M (2014) A transparent aqueous-saturated sand surrogate for use in physical modeling. Acta Geotech 9(2):187–206
5. Hossain MS, Hu Y, Randolph MF, White DJ (2005) Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique 55(9):679–690
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