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...
محفوظ في:
المؤلف الرئيسي: | Yacob |
---|---|
التنسيق: | Final Project |
اللغة: | Indonesia |
الوصول للمادة أونلاين: | https://digilib.itb.ac.id/gdl/view/84640 |
الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
|
مواد مشابهة
-
COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING OF PILLAR STABILITY CASE USING HOEK & BROWN FAILURE CRITERION
بواسطة: Hardiono, Enver -
COMPARATIVE STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING OF TUNNEL STABILITY CASE STUDY USING HOEK-BROWN CRITERIA
بواسطة: Naufal Pratama, Dzakwan -
STUDY OF MESH DEPENDENCY ON NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON HOEK-BROWN CRITERIA
بواسطة: Sutriadi -
NUMERICAL MODELLING OF TRIAXIAL TEST USING FINITE DIFFERENCE METHOD WITH HOEK-BROWN FAILURE CRITERION
بواسطة: Nabila Tsamara Firtania, Muthia -
COMPARISON STUDY OF SAFETY FACTOR AND STRENGTH FACTOR IN NUMERICAL MODELING FOR SLOPE STABILITY ANALYSIS BASED ON MOHR-COULOMB CRITERIA
بواسطة: Adhiwijna, Padmanatha