Safety Factor on Rock Slopes with Tensile Cracks Using Numerical and Limit Equilibrium Models

Through the research it describes an analytic methodology, which allows to determine the minimum safety factor depending on the depth of tensile crack and the inclination of surface failure on the most critical condition, considering at the same time, surcharge, seismic effect and water pressure. Th...

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Veröffentlicht in:	Geotechnical and geological engineering 2021-03, Vol.39 (3), p.2287-2300
Hauptverfasser:	Belandria, Norly, Úcar, Roberto, Corredor, Alfredo, Hassani, Ferri
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Earth and Environmental Science Earth Sciences Failure surface Finite element method Geotechnical Engineering & Applied Earth Sciences Hydrogeology Hydrostatic pressure Inclination Methodology Original Paper Pressure effects Rocks Safety Safety factors Seismic effects Seismic stability Shear stress Slope stability Stresses Terrestrial Pollution Waste Management/Waste Technology Water pressure
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