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Computational tools for the analysis of circular failure of rock slopes
C. Carranza-Torres
Civil Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
3
Scopus citations
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Dive into the research topics of 'Computational tools for the analysis of circular failure of rock slopes'. Together they form a unique fingerprint.
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Keyphrases
Computational Tools
100%
Circular Failure
100%
Rock Slope
100%
Rock Mass
28%
Stability Analysis
28%
Stability Condition
28%
Safety Factor
28%
Failure Surface
28%
Transformation Rules
28%
Failure Type
28%
Limit Equilibrium Method
28%
High Rock Slope
28%
Deep Open pit Mine
28%
Numerical Analysis
14%
Spreadsheets
14%
Design Analysis
14%
Numerical Techniques
14%
Practical Design
14%
Inclination Angle
14%
Compact Form
14%
Fast Evaluation
14%
Finite Difference Model
14%
Mohr-Coulomb
14%
Intact Rock
14%
Dimensionless Form
14%
Rotational Failure
14%
Failed Slope
14%
Hoek-Brown Failure Criterion
14%
Jointed Rock Mass
14%
Shear Strength Reduction
14%
Mechanical Similarity
14%
Slope Problem
14%
Open pit Design
14%
Rock Discontinuities
14%
Homogeneous Isotropic
14%
Engineering
Rock Slope
100%
Rotational
22%
Rock Mass
22%
Dimensionless
22%
Failure Surface
22%
Stability Condition
22%
Factor of Safety
22%
Stability Analysis
22%
Equilibrium Model
22%
Failure Criterion
11%
Numerical Technique
11%
Illustrates
11%
Similarities
11%
Compact Form
11%
Dimensionless Form
11%
Inclination Angle
11%
Intact Rock
11%
Jointed Rock Mass
11%
Design Analysis
11%
Shear Strength
11%