The article discusses an example of construction and operation of a high embankment of the road, which was constructed in the central part of Moldova. A detailed historic reference about the behavior of the embankment over 40 years of its operation is given. The reasons for the repeated deformations of the embankment have been identified. The analysis of the effectiveness of the undertaken landslide prevention works has been performed. In order to increase the effectiveness of landslide protection, the authors propose a procedure for multifactorial analysis of the interaction of complex natural systems and various engineering structures, which will allow designers to reasonably predict and make accurate design decisions in diverse geological settings.
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