Keywords: geotechnical monitoring, anti-mudflow structures, mudflows, mudflow flood
Мелиорация.– 2025. – №2 (112). – P 38–46
The process of inspecting anti-mudflow structures, namely, mudslides of engineering protection combs after the completion of construction work as part of geotechnical monitoring describes. The results of calculating the maximum flow rate of mudflow which amounted to 38.0 m3/s are given. Currently, the facility is in working order and does not require the development of additional strengthening measures.