Year: 2025
Type: article
Abstract: The stability of the slope of Mount Kok Tobe was assessed using conventional and modified circular cylindrical sliding surface methods, the influence of the surface layer of the slope soil by rainwater was taken into account, and the risks of landslides were identified.
Source: Engineered Science
DOI: 10.30919/es1566
Authors: B. B. Teltayev, A. N. Muta
Language: English
Subfield: Safety, Risk, Reliability and Quality
Field: Engineering
Domain: Physical Sciences
Open Access status: diamond
OpenAlex ID: W4411174039