Özet:

In the study, the effects of the use of Ultra High Performance Lifted Beton (UYPLB) on the inclination/cutting behavior were experimentally studied, the advantages and disadvantages were evaluated. Referring to the experimental results, the availability of the AFGC 2013 numerical procedure for the design of the UYPLB currents has been assessed. In the experimental program, a parametric examination was made in terms of the draw equipment ratio on the UYPLB and traditional concrete curtains. The four-point inclination test has been applied to the roofs and the behavior of cargo-transport, the forms of breakdown, the capacity of cargo transportation, the movements, the breakdown behavior, the inclination inclination and the behavior of change in the form of concrete/contained. As a result, the use of the GPLB in the I-covered curves has provided significant advantages compared to traditional concrete in terms of inclination and cutting capacity, curvability and fraction limitation for all the equipment ratio studied in the study. The effect of the UYPLB on these parameters has varied according to the proportion of the equipment used in the curve. The use of UYPLB has caused a disadvantage in terms of curvature scratches and maximum load post-breaking behavior, especially in low equipment rates. This adverse effect of UYPLB has become a advantage in the highest-equipped currency. With the numerical procedure in the AFGC 2013 guide, the curve inclination capabilities have been sufficiently accurately determined. However, when the UPPLB shifts are high in equipment rates, it has been shown that changes in the power limit status in AFGC 2013 may result in disconnections with experimental results.

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