Verificación de carga en cortinas ancladas ubicadas en áreas de riesgo em tirantes de cortinas ancoradas executadas para eliminação de risco .. “Análise numérica do comportamento de cortinas atirantadas em solos”. More, J. Z. P. Análise Numérica do Comportamento de Cortinas Atirantadas em Solos 0DVWHUV ‘LVVHUWDWLRQ – Departamento de Engenharia Civil. Larissa Roedel’s 4 research works with reads, including: Manifestações Patológicas decorrentes em Solo Grampeado e Cortina Atirantada. Larissa.

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It can be seen that the two lines that represent the tests simulated using the Plaxis computational system blue line and residual load verification cortins red line do not meet for any of the 20 anchored curtains surveyed over five years during this research.

Residual load verification tests on anchored curtain tie rods must be performed every five years to obtain residual load values. For analyzing soil behavior in geotechnical problems, one usually implicitly assumes that for regions with elastic atirantaeas, the soil is analyzed using a linear-elastic model that would allow verification of the immediate settlements of a foundation, i.

Although the FEM modeling employing the Plaxis 8. In the first phase, the continuous medium or domain of the problem is divided into sub-domains called finite elements that are connected by a finite number of nodal points or, more simply, nodes. In stress-strain analyses involving soils, Safety Factors SFs can be obtained using soil resistance or workload parameters pertinent coetinas the problem under study.

The population, which was incapable of moving from the downtown area of the city and from the larger concentration of job offers, looked for other ways to stay in the region, which resulted in the beginning of the first favelas in the city.

This article aims to investigate the load behavior on the tie rods of anchored curtain walls built to eliminate geological-geotechnical hazards on hillsides in the city of Rio de Janeiro. It is necessary to know, evaluate, and classify the degree of aggressiveness of the environment and crotinas know the concrete and geometry of the structure, thus establishing the correspondence between both, i.

The method employs prestressed rods and anchors to support the terrain. Landslide susceptibilities in hazardous areas. Participation is free and the site has a strict confidentiality policy.

cortina atirantada

On the other hand, the theoretical tests, i. Using this geotechnical solution, it is possible to overcome any height and situation, but there are disadvantages, which include high implementation costs due to its time-consuming execution.

Anchored curtain hillside containment structures are reinforced concrete structures that have estimated service lives of 50 years. Between the free section and the ground, the mobilized shear stress is ignored, and spring elements are used to connect the curtain to the anchor bulb.

CORTINA ATIRANTADA by Reinaldo Vaz Neto on Prezi

The verification of the plastification points and the shear strength of the soil contained by the anchored curtain over time allows determining whether alterations in soil behavior occur under additional overloads and at the points near the curtain with greatest vulnerability, where the tendency for soil ahirantadas exists.


It is recommended that the developer of the Plaxis 2D geotechnical and structural computational tool review the modeling of anchored curtain structures while considering the temporal development of the loads on the tie rods anchored to the ground due to the increase in overload of the contained slope considered in the proposed model. Reviewing applications can be fun and only takes a few minutes.

The execution of an Airantadas is shown in Figure 7 ; the test was performed during the structural recovery of the hillside containment structure, which cortinaa already accumulated additional overloads over the 50 years since it was built.

Soil strains or displacements see Figure 6which can occur between the anchor lines in the direction normal to the plane of the problem, are cortinnas in the two-dimensional situation.

Their main characteristic is the absence of adequate technical standards, often without surrounding urbanization and without important public services such as sanitary sewage and household waste collection.

The simulated residual loads on the tie rods after 50 years for the same anchored curtains are shown in Figure 8 blue line.

Login to enter a peer comment or grade. The execution of anchored curtains, although old, is among the most modern containment methods. You have native languages that can be verified You can request verification for native languages by completing a simple application that takes only a couple of minutes. Eneida Martins KudoZ activity Questions: Urban development and the lack of mobility of the poor population make it essential for them to remain in the central regions, regardless of the housing conditions offered ABREU, Initially, the analysis of the structural behaviors of the 20 anchored curtains executed in the city of Rio de Janeiro was developed considering the coritnas of the overload stresses due to the additional forces at the end of the project service life, which was estimated to be 50 years, as established in standard EN View Ideas submitted by the community.

Therefore, neither the elastic nor plastic behaviors of the soil change with increasing overload over time and although the boundary zone between the two soil behaviors cannot aturantadas determined, one concludes that it also does not undergo significant changes.

Landslides in the hills of the city of Rio de Janeiro are a cyclical phenomenon that lead to enormous economic and social damage that includes road blockages and the destruction of common types of houses, resulting in homelessness and in many cases loss of life.

The loads on the tie rods in reinforced concrete structures of the hillside containment structures located in the cortinaa of Rio de Janeiro need to be evaluated. The conclusion is that the Plaxis 8. This is because increases in overload cause deformations and cracks in the concrete structures, which in turn serve as the main entrances for aggressive agents such as sulfuric acid from sewage uphill, which penetrate the structures through the contained ground. The graph in Figure 8 shows blue line the maximum RLVT results for all of the 20 anchored curtains surveyed over a period of 5 years.


In other words, the amount of soil undergoing a flow process is evaluated. As prescribed in European Atirantadss Standard ENthe atiratadas service life for current structures is at least 50 years, which is applicable to reinforced concrete structures with anchored curtains.

The soil tends to settle over time, and the distributions of the grain particles and voids occupied by water are readjusted, which cause the material to consolidate and its resistance to increase. They represent the parameters adopted by the GEO-RIO Foundation that are used in modeling specifications for the designs of the anchored curtains. Because the modeling is two-dimensional, soil deformations occurring between the anchor lines perpendicular to the presented model are completely ignored.

Cortinas Atirantadas – CVA by Ricardo Oliveira on Prezi

This type of failure is prevented by adequate Login or register free and only takes a few minutes to participate in this question. The maximum value of residual load for the tie rods was 22 tons for the curtain located near the Linha Amarela expressway in the suburbs of Rio de Janeiro, and the lowest value of ZERO tons was obtained for the curtain on Mauriti Street in the burrow of Santa Tereza.

According to BEIJINHAthe behavior of the curtain can be realistically approximated to a plane strain state, and the anchors are not satisfactorily represented in Plaxis 2D because they generate a three-dimensional state of stresses in the mass of soil. A large presence of pathological manifestations was found, indicating that the service lives of the anchored curtains are less than the minimum of 50 years after their execution.

Vote Promote or demote ideas. The city of Rio de Janeiro, which is known for both the tragedies caused by landslides on its slopes and the terrain formed by the encounter of the ocean with the mountains, has built more than eleven thousand interventions on hillsides located at different sites in the municipality over the past 50 years. This geotechnical solution constitutes the most adequate technical solution for containing the high horizontal forces resulting from deep excavations with minimum displacements of soil mass and structures located in the vicinity.

Numerical finite element analyses requiring software aids are widely used to solve structural engineering problems.

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