New technology of protecting a stationary engineering structure from landslide pressure

Abstract

The methodology of protecting stationary objects (foundations of high-voltage network, cable road, overpasses, etc.) located on an active landslide slope is considered. A new approach to implementation of protective measures is proposed. It is based on the identified features of formation of new geological structures in the ground massif at the local area of technogenic impact. Dissipative geological structures develop in the landslide massif upon its thrusting on a immobile object. In particular, a core and boundary envelopes are formed at the contact with the frontal surface of the object, in accordance with the parameters of the latter. A methodology is proposed to ensure the flow of landslide masses around the object and its stability.