Premium
Stability analysis of “Kukovi” landslide
Author(s) -
ŠPAGO Azra,
HADROVIĆ Armin,
HAJDUK Ismet,
JAZVIN Ena
Publication year - 2018
Publication title -
ce/papers
Language(s) - English
Resource type - Journals
ISSN - 2509-7075
DOI - 10.1002/cepa.724
Subject(s) - landslide , stability (learning theory) , statistical analysis , factor of safety , slope stability analysis , monte carlo method , geotechnical engineering , slope stability , geology , rock mass classification , safety factor , probability distribution , statistics , mathematics , computer science , machine learning
This 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.