Modeling determination of landslide pressure of Akhangaran reservoir ground masses

Abstract

Analyzing the landslide situation is one of the urgent scientific and practical problems in determining the conditions for carrying out construction works and protecting human life and economic sectors from danger. Landslides can cause economic damage, disable large structures and roads, destroy large areas of crops, and destroy villages and cities. In this study, for Akhangaran reservoir lands, techniques for assessing slope stability, ground mass stability during landslides, and landslide pressure were established for the scenario when soils exhibit both frictional and viscous qualities. These approaches took into consideration the internal factors impacting landslides. The obtained results are based on the development of activities that suppress the factors affecting the movement of landslides.