http://repositorio.ufgd.edu.br/jspui/handle/prefix/1940 2026-01-14T23:17:32Z http://repositorio.ufgd.edu.br/jspui/handle/prefix/5729 Título: Estudos preliminares da capacidade de uso da ciclovia da Avenida Guaicurus da cidade de Dourados - MS Autor(es): Leite, Vinicius da Silva Primeiro Orientador: Machado, Carlos Alberto Chuba Abstract: The present scientific article addresses sustainable urban mobility, with a focus on analyzing the bike path parallel to Guaicurus Avenue in the municipality of Dourados, MS. The study has the following main objectives: to analyze Dourados' Urban Mobility Master Plan, to identify traffic conditions related to factors influencing the use of the bike path, and to diagnose the implementation of Shared Bicycle Stations (SBS) by users of this section. The methodology employed included a literature review, inspections of the bike path, analysis of information available in Dourados Municipal Master Plan, and data collection through questionnaires administered to users affiliated with the Federal University of Grande Dourados (UFGD) and the State University of Mato Grosso do Sul (UEMS). To assess the feasibility of SBS, a survey was conducted among the target audience. The results revealed various pathologies in the bike path, including erosion, sediment accumulation, and a lack of lighting, which affect its use. Interest in renting bicycles for use on the bike path is significant, particularly among low-income individuals in the 20 to 30 age group and females. The deficient infrastructure of the bike path, coupled with a lack of maintenance and signage, are challenges to be overcome in promoting bicycle use as a means of transportation in Dourados. Infrastructure improvements and incentive campaigns are necessary to attract more users and make sustainable urban mobility a reality in the city. Editor: Universidade Federal da Grande Dourados Tipo: Trabalho de Conclusão de Curso 2023-09-01T00:00:00Z http://repositorio.ufgd.edu.br/jspui/handle/prefix/5657 Título: Avaliação de resíduos da construção civil na composição de materiais para reforço de subleito de pavimentos Autor(es): Mancoelho, Tassyane de Oliveira Primeiro Orientador: Santos, Guilherme Peres dos Abstract: Building industry is one of the sectors that most generates waste and consumes non-renewable raw materials. Seeking a sustainable solution for this issue, it is proposed the use of construction and demolition waste (RCD) in flexible pavement layers, in order to replace natural materials by RCD. This work was developed based on granulometry, compaction and Californian Bearing Ratio laboratory tests in order to find acceptable values according to paving standards and recycled aggregates. Tests were carried out with soil-RCD mixtures of different proportions, in which analyzes physical characteristics and penetration resistance. From the tests, it was verified that the soil and RCD studied presented poorly graded and uniform physical characteristics, obtaining a bad CBR value. Thus, after analyzing the results, the assessed materials proved to be unsuitable for pavement subgrades reinforcement. For future work, it is recommended to use higher levels of RCD and tests of: abrasion resistance, absorption and characterization of mechanical behavior: simple compressive strength, traction resistance by diametral compression and resilience module. Editor: Universidade Federal da Grande Dourados Tipo: Trabalho de Conclusão de Curso 2022-10-27T00:00:00Z http://repositorio.ufgd.edu.br/jspui/handle/prefix/5656 Título: Estudo comparativo de resistência à compressão e consistência de concreto moldado na obra e concreto usinado Autor(es): Araujo, Tamara dos Reis Primeiro Orientador: Mello, André Felipe Aparecido de Abstract: Concrete is one of the most used inputs in civil construction in terms of quantity. The most applied production processes in Brazil today are concrete dosed into concrete and produced at the construction site. With the increasingly frequent use of ready-mixed concrete, a study between concrete and cast-in-place concrete and factory-made concrete is necessary, to know which best fits the project and preference of the executable engineer. The article presented is a comparison of strength made with the realization of two types of local study and slump, both C30, the comparison between the machining of the run-out test of the trunk of cone receiving concrete from the manufacture of concrete for work, of proof carrying out resistance test for molded ambosss. None of the concrete projects carried out achieved the desired work, however, the result of the single slump test of the desired project, however, the result of the single slump test that satisfied the request of the civil engineer.; El hormigón es uno de los insumos más utilizados en la construcción civil en términos de cantidad. Los procesos productivos más aplicados hoy en Brasil son el hormigón dosificado en planta y el hormigón producido en obra. Con el uso cada vez más frecuente del hormigón premezclado, es necesario realizar un estudio comparativo entre el hormigón colado en obra y el hormigón en fábrica, con el fin de saber cuál se adapta mejor al proyecto y a la preferencia del ingeniero ejecutor. En este artículo se presenta un estudio comparativo de resistencia a compresión y asentamiento entre estos dos tipos de concreto, ambos C30, con el fin de observar si existen diferencias, mediante la realización del ensayo de asentamiento del tronco de cono en el lugar donde se deposita el concreto premezclado. recibido y en el lugar fabricación de hormigón moldeado en obra, moldeado de probetas para la realización del ensayo de resistencia a compresión de ambos hormigones. Ninguno de los hormigones analizados logró la resistencia de diseño deseada, sin embargo, el hormigón premezclado fue el único que presentó un resultado del ensayo de asentamiento que satisfizo el pedido del ingeniero civil responsable de la obra. Editor: Universidade Federal da Grande Dourados Tipo: Trabalho de Conclusão de Curso 2022-11-03T00:00:00Z http://repositorio.ufgd.edu.br/jspui/handle/prefix/5655 Título: Análise comparativa dos métodos construtivos paredes de concreto e alvenaria convencional Autor(es): Queiroz, Pedro Edson Santos de Primeiro Orientador: Mello, André Felipe Aparecido de Abstract: Conventional masonry is the most used building system in Brazil, however, there are several other systems that are available and sometimes have greater constructive and financial efficiency, and therefore become alternatives to conventional. In order to bring this method of concrete walls to the region of Dourados/MS not found creating an alternative for investment and access to housing. The objective of this work was to perform a comparative analysis between the conventional system and the concrete walls, using as parameter a residence of 36 m² and budget by SINAPI. For the budgetary comparison, a structural design for both methods were carried out using SINAPI as a budgetary reference. The structures are in accordance with NBR 6118:2014 and the concrete walls are in accordance with NBR 16055:2012. The study proved that it has advantages and disadvantages for the concrete walls construction method, bringing a cost reduction performance of R$ 13,108.58 over conventional masonry. Editor: Universidade Federal da Grande Dourados Tipo: Trabalho de Conclusão de Curso 2022-11-01T00:00:00Z