TCC - Construção Civil - Edificações (UACSA)
URI permanente para esta coleçãohttps://arandu.ufrpe.br/handle/123456789/2912
Navegar
Item Análise dos recalques diferenciais em um reservatório de água elevado localizado no CEASA-PE(2022-10-10) Augusto Filho, Ricardo; Borgatto, André Vinicius Azevedo; Silva, Jordlly Reydson de Barros; http://lattes.cnpq.br/4382584044561547; http://lattes.cnpq.br/4203791139862449; https://lattes.cnpq.br/2300010878356438After inspections on a raised reservoir located in the Central Supply and Logistics of Pernambuco (CEASA-PE), structural pathologies were detected due to differential settlements, verified by topographic methods. The steps for the structural recovery of the superstructure were already in progress, requiring a solution for the stabilization of the settlements in order to prevent new pathologies or the collapse of the construction. This paper presents a case study of the problem cited, discussing the causes, effects and possible solutions, with the main focus on the analysis of settlement predictions and actual settlements, taking into account factors, economic, structural and usability. First a structural analysis of the first order was performed in order to estimate the load that each column is transmitting to the foundation, being separated between preliminary and through structural software. Knowing the acting loads, along with geological data from the terrain, calculations were made to determine the geotechnical load capacity in the foundation region using semi-empirical methods, and after that, analysis of settlement predictions using parameters obtained through back analysis, in order to compare the results to real settlement magnitudes measured by topographical methods. The present work has as its objective, the understanding about the methodology used at the analysis of settlements in elevated reservoirs, serving as study material to help the resolution of similar problems.Item Estudo comparativo entre técnicas de impermeabilização em talude do município de Jaboatão dos Guararapes/PE: lona plástica x gel polímero(2021-03-03) Santana, Bruna Candida de Lima; Borgatto, André Vinicius Azevedo; http://lattes.cnpq.br/4203791139862449; http://lattes.cnpq.br/0334928310277179Slopes are natural geological formations characterized mainly by large slopes over massifs of soil or rock. In this way, landslides in areas of occupied slopes usually occur in slopes of cut, embankments and natural slopes aggravated by the disordered occupation of buildings and human action. Therefore, it is necessary to increasingly expand the study of solutions for greater stabilization of embankments, thus mitigating the risk associated with the most vulnerable population and exposed to unsafe conditions of habitability. In order to carry out a qualitative study between the waterproofing techniques based on the application of plastic canvas and chemical product based on acrylic polymer gel on the slope of the municipality of Jaboatão dos Guararapes / PE, by comparing aspects such as durability, environmental impact, maintenance, useful life of the structure, cost and stages of execution of the permeability improvement techniques was able to determine the technique of greatest acceptance by the local population and with the greatest benefit / cost.