Abstract
AbstractThis paper presents conducted stability analysis for landslide „Kukovi”, Bosnia and Herzegovina. As all geological cross sections are formed of rock mass that lies under upper layers of soil cover, analysis have been run by using Hoek Brown failure criterion and Mohr‐Coulomb failure criterion respectively. Data on geotechnical parameters were determined by statistical analysis of results from laboratory experiments, field tests and literature data. Values of safety factor are obtained by deterministic slope stability analysis using characteristic values of parameters from statistical distributions. Sensitivity analysis for safety factors has been completed and Monte‐Carlo probability analysis adopted distribution curves for parameters.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
