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Abstract
This article develops the modeling of dynamic effects arising from vehicle traffic on a sloped road. The object of study is landslide slopes under the dynamic impact of mobile transport. The problem is solved using explicit absolutely stable direct integration schemes for the structural dynamics problem, taking into account the movement of massive loads. The paper considers various types of cars moving in a certain range of speeds. The speed of movement varied with a step of 10 km/h. The position of cars on different lanes of the road is considered. The heterogeneity of physical and mechanical parameters in the volume of the slope is specified in the parameters of the finite elements of the model (volume tetrahedra are used).This paper presents the results of vertical oscillations of points of one cross section of the slope. The results are presented in the form of graphs of oscillations of various points of the section, and graphs summarizing the results.
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