THE CALCULATION SOFTWARE SELECTION FOR THE RAILWAY ROADBEDS HIGH MOUNDS SLOPE STABILITY
Article Sidebar
Main Article Content
Abstract
The paper is devoted to the slope stability calculating software overview and calculation testing results comparison in the flat formulation. A railway high embankment of homogeneous soil was taken for the example calculations. Software based on both analytical (limit equilibrium method) and numerical methods (shear reduction method) was used for the calculations.
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
References
Ginzburg, L.K. (1986). Rekomendatsii po vyboru metodov rascheta koeffitsienta ustoichivosti sklona i opolznevogo davleniya. Moscow: TsBNTI Minmontazhspetsstroya SSSR. (In Russ.).
Fedorenko, E.V. (2013). Metod rascheta ustoichivosti putem snizheniya prochnostnykh kharakteristik. Transport Rossiiskoi Federatsii, 6(49), 24–26. (In Russ.).
Fedorenko, E.V. (Eds.) (2016). Geotekhnika i geosintetika v voprosakh i otvetakh: spravochnoe posobie. Saint Petersburg. (In Russ.).
Most read articles by the same author(s)
- A. NEVEIKOV, V. DEDOK, INVESTIGATION OF THE STRESS-STRAIN STATE OF THE SANDY BASE OF SHORT BORED PILES FROM EXPANSIVE CONCRETE IN A LARGE GEOTECHNICAL TRAY AND WITH USING THE PLAXIS 2D PROGRAM, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 16 (2017)
- А. NEVEJKOV, V. DEDOK, THE PRACTICAL IMPLEMENTATION OF THE METHOD OF VERTICAL REINFORCEMENT OF A WEAK BASE FOR THE DEVICE OF A SOLID FOUNDATION SLAB OF THE BUILDING, Vestnik of Polotsk State University. Part F. Constructions. Applied Sciences: No. 2 (2024)