Freitas Neto, Osvaldo deMedeiros, Lucas Matheus de Lima2016-12-122021-09-292016-12-122021-09-292016MEDEIROS, Lucas Matheus de Lima. Análise das fundações do Reservatório R-10 do Campus Central da UFRN. 2016. 70f. Trabalho de Conclusão de Curso (Graduação em Engenharia Civil), Departamento de Engenharia Cvil, Universidade Federal do Rio Grande do Norte, Natal, 2016.https://repositorio.ufrn.br/handle/123456789/40611This monograph is motivated for an absence of foundation studies locally, thus it wants to study the conception of piled raft in projects. The piled raft analyses is more complex, since there is no simplifications on the soil-structure, so it was thought to use a program for 3D analysis of geotechnical structures to facilitate it. The software which was chosen is a product of Rocscience Inc., the Rock and Soil 3-Dimensional analysis program (RS3), which has specific tools to solve piled raft problems. This monograph studies a water tank foundation analysis, it is located at Campus Central da Universidade Federal do Rio Grande do Norte (UFRN), the foundation project has 2 caps, each one is supported over 12 piles, the piles have a length of 10m and diameter of 50cm. The analyses were made considering different constraints, the foundation project was analyzed as a raft, a piled raft and a cap, and in each analyses it was applied and not applied the bending due to wind, besides that it was made a seventh analyses for each piles to have a reference of soil behavior. Once the analyses were concluded, the data were compared with other research data. The analyses concluded that 37% of the loading is transferred to the soil through the rafts. Based on the literature review, this research concluded that the data is coherent, it also proposes a future study changing the project configuration and loadings.openAccessRadier Estaqueado. Análise Computacional. Método dos Elementos Finitos.bachelorThesis