COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION

COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION

Slope stability is one of the crucial factors that must be considered when designing a slope in an open pit mine. The Safety Factor (FoS) is a common indicator used to evaluate slope stability. However, in some numerical modelling software using the FEM method, the term Strength Factor (SF) is us...

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Main Author: Yacob
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/84640
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:84640
spelling id-itb.:846402024-08-16T12:45:48ZCOMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION Yacob Indonesia Final Project Hoek-Brown, Slope Stability, Strength Factor, Safety Factor, Numerical Modeling INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/84640 Slope stability is one of the crucial factors that must be considered when designing a slope in an open pit mine. The Safety Factor (FoS) is a common indicator used to evaluate slope stability. However, in some numerical modelling software using the FEM method, the term Strength Factor (SF) is used to determine the slope strength at specific points. Therefore, this research aims to compare FoS and SF in slope stability analysis using numerical modelling based on the Hoek-Brown criterion. The research findings indicate a significant difference between the values of FoS and SF in determining slope stability. This comparison provides insights into the reliability of each indicator in depicting the actual stability condition of the slope. These findings are expected to contribute to developing more accurate and reliable analysis methods for slope stability. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Slope stability is one of the crucial factors that must be considered when designing a slope in an open pit mine. The Safety Factor (FoS) is a common indicator used to evaluate slope stability. However, in some numerical modelling software using the FEM method, the term Strength Factor (SF) is used to determine the slope strength at specific points. Therefore, this research aims to compare FoS and SF in slope stability analysis using numerical modelling based on the Hoek-Brown criterion. The research findings indicate a significant difference between the values of FoS and SF in determining slope stability. This comparison provides insights into the reliability of each indicator in depicting the actual stability condition of the slope. These findings are expected to contribute to developing more accurate and reliable analysis methods for slope stability.
format Final Project
author Yacob
spellingShingle Yacob
COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION
author_facet Yacob
author_sort Yacob
title COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION
title_short COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION
title_full COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION
title_fullStr COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION
title_full_unstemmed COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON THE HOEK-BROWN CRITERION
title_sort comparative study of safety factor and strength factor in numerical modeling for slope stability analysis based on the hoek-brown criterion
url https://digilib.itb.ac.id/gdl/view/84640
_version_ 1822282886031605760

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