Experimental and numerical analysis of single piled raft unit in unconventional soil
Author:
Affiliation:
1. Geotechnical, Master of Civil Engineering School of Civil Engineering, Federal University of Uberlândia, Uberlândia, Brazil
2. Faculty of Civil Engineering, Federal University of Uberlândia, Uberlândia, Brazil
Funder
Fundação de Amparo à Pesquisa do Estado de Minas Gerais
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2024.2402060
Reference29 articles.
1. Mohr-coulomb parameters for modelling of concrete structures;Ardiaca D.H.;Plaxis Bulletin,2009
2. Brazilian Association of Technical Standards, 2014. NBR 6118 Design of concrete structures — Procedure. Rio de Janeiro.
3. Brazilian Association of Technical Standards - ABNT, 2019. NBR 6122 - Design and construction of foundations. Rio de Janeiro.
4. Brazilian Association of Technical Standards - ABNT, 2020. NBR 16903 Soil — Static load test on deep foundation. 15.
5. Experimental and Numerical Investigation of Load Sharing Ratio for Piled Raft Foundation in Granular Soils
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