Abstract:

In this study, the problem of stability of the heye that occurred at 0.65 km of the road of 20,00 m width of 4 stripes in Yalova or Farmköy district youth street was studied in two different final elements program. Physical and mechanical properties obtained from natural samples on the ground were used during the modeling. In the stability analysis performed with the Slide program, in case of static and dynamic load effects, the shipping station, the safety number and the shipping potential have been studied. The current immigration behavior occurred when the security number fell to 0.80 degrees. The Plaxis program also calculates the axle strength, cutting strength, inclination moment, and location change values. The diameter is fixed with 6,00; 8,00; 10,00; 12,00 and 14,00 m long, according to the solution recommendations carried out with the application of the crossing, taking into account the internal forces in the crossing and the place change values of 8,00 m long, the adjacent line of a row of 60,00 cm is selected. Thus, the safety number increased to the level of 4.90 by taking a steep wall measure in order to open the road safely to service and the steep stability problem has been solved with the steep height movement of approximately 65.00 mm.

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