Determination of stability of creep-plastic type landslide by numerical-analytical methods

Abstract

An original numerical-analytical approach has been developed to calculate the stability of elastic-plastic type landslides using computer programs and stress analysis apparatus. The proposed natural-analytical method was used together with specialists from the Bavarian Engineering Geology Bureau and the construction company CRP to calculate the stability of the existing block and creep-plastic landslides within Tbilisi and to prepare their strengthening projects.