2026-06-182026-06-182026-03-04ROVERE, Nayra Vitoria Mamede Della; CONCEIÇÃO, Reynaldo Gabriel Lima da. Análise de recalque diferencial em blocos de concreto com base em monitoramento de campo: um estudo de caso geotécnico. Orientador: Helder Mansur Chaves. 2026. 74 f. Trabalho de Curso (Bacharelado em Engenharia Civil) – Faculdade de Engenharia Civil, Instituto de Tecnologia, Universidade Federal do Pará, Belém, 2026. Disponível em: https://bdm.ufpa.br/handle/prefix/9627. Acesso em:.https://bdm.ufpa.br/handle/prefix/9627This work presents a geotechnical case study conducted on Warehouse 10 of the Port of Belém, a century-old building located in an originally coastal area, which underwent regularization with dredged landfill from the Guajará River, contained by a port quay wall. The structure will undergo adaptation in its functionality and will become the new Belém International Waterway Terminal. The building's foundations were constructed of concrete blocks. The objective of the study was to analyze the occurrence of differential settlements through field monitoring, since the building showed significant signs of this phenomenon. The methodology adopted consisted of topographic surveys with an optical level, using metal pins as reference points, with four reading campaigns carried out over three months. The results indicated the occurrence of differential settlements with low average velocities during the monitored period, on the order of 5.345 µm/day, as well as angular distortions below the admissible limits. The highest distortion values found were 1/1314 on the ground floor and 1/2532 on the upper floor, in relation to the current level differences between the pillars, and 1/2909 for the settlements observed during the monitoring period. It was concluded that there is no need for immediate reinforcement of the foundations, and it is recommended that the structure be leveled and that monitoring be continued to track its behavior over time.Acesso AbertoMonitoramento geotécnicoFundações superficiaisLevantamento topográficoRecalque diferencialVelocidade de recalqueGeotechnical monitoringShallow foundationsTopographic surveyDifferential settlementSettlement velocityCNPQ::ENGENHARIAS::ENGENHARIA CIVILAnálise de recalque diferencial em blocos de concreto com base em monitoramento de campo: um estudo de caso geotécnicoTrabalho de Curso - Graduação - Monografia