Experimental and Numerical Modeling of Connected and Disconnected Piled Raft
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0437-x.pdf
Reference30 articles.
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2. Azizkandi AS, Baziar MH, Yeznabad AF (2018) 3D dynamic finite element analyses and 1 g shaking table tests on seismic performance of connected and nonconnected piled raft foundations. KSCE Journal of Civil Engineering 22(5):1750–1762, DOI: https://doi.org/10.1007/s12205-017-0379-2
3. Azizkandi AS, Rasouli H, Baziar MH (2019) Load sharing and carrying mechanism of piles in non-connected pile rafts using a numerical approach. International Journal of Civil Engineering 17(6):793–808, DOI: https://doi.org/10.1007/s40999-018-0356-2
4. Baziar MH, Ghorbani A, Katzenbach R (2009) Small-scale model test and three-dimensional analysis of pile-raft foundation on medium-dense sand. International Journal of Civil Engineering
5. Bolton MD, Gui MW, Garnier J, Corte JF, Bagge G, Laue J, Renzi R (1999) Centrifuge cone penetration tests in sand. Géotechnique 49(4):543–552, DOI: https://doi.org/10.1680/geot.1999.49.4.543
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1. Behavior of Geosynthetics-Strengthened Saturated Cushion Layer in Disconnected Piled-Raft System Under Seismic Loading;Indian Geotechnical Journal;2024-02-14
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