limit equilibrium method (lem) advantage of lem limitation of lem
DESCRIPTION
STABILITY ANALYSIS OF SLOPE. Limit equilibrium Method (LEM) Advantage of LEM Limitation of LEM Numerical modeling Advantage Limitation . Software based on Limit equilibrium Method SLIDE ( rocscience group) GALENA GEO-SLOPE GEO5 - PowerPoint PPT PresentationTRANSCRIPT
Limit equilibrium Method (LEM)
Advantage of LEM
Limitation of LEM
Numerical modeling
Advantage
Limitation
STABILITY ANALYSIS OF SLOPE
Software based on Limit equilibrium Method
SLIDE (rocscience group)
GALENA
GEO-SLOPE
GEO5
GGU
SOILVISION
Software based on Numerical modeling
PHASES2
PLAXIS
FLAC-SLOPE / UDEC / PPF
ANSYS
FEFLOW
GEOSLOPE/SIGMA
SOIL-VISION
Required input properties
Young modulus
Poisson ratio
Density
Failure criterion:
M-C H-B
Cohesion UCS
Friction angle m & s
Numerical modeling
Type of failure mechanism
Physico-mechanical behaviour of slope material
Types of analysis
Numerical modeling
• Continuum modelling FEM, BEM and FDM
• Discontinuum modelling
DEM, UDEC
• Hybrid modelling PPF,
What are the conditions of slope in the field
Simple slope with single, two or three joints Large number of joint sets present in the slope Heavily jointed rock slope Waste dump / very weak rock / soil
Simple slope with single, two or three joints
large number of joint sets present in the slope
Heavily jointed rock
Waste dump / very weak rock / soil
Properties of each Joints strength
Properties of each joint set or combined properties
Properties of jointed rock mass
Properties of waste rock
Continuum modelling
Continuum modeling is best suited for the analysis of slopes that are comprised of massive, intact rock, weak rocks, and soil-like or heavily jointed rock masses. Discontinuum modeling is appropriate for slopes controlled by discontinuity behaviour.
Critical Parameters: shear strength of material, constitutive criteria, water condition, insitu stress state
Advantages: Allows for material deformation and failure, model complex behaviour, pore pressures, creep deformation and/or dynamic
loading can be simulated
Limitations: inability to model effects of highly jointed rock
Continuum modelling
• Typical Input required
Moduls of Elasticity
Poision ratio
Density
Shear strength
(cohesion and friction angle)
Model Behavior
Continuum modelling
Typical Input required
• Moduls of Elasticity for rock and joints
• Poision ratio for rock and joints
• Density
• Shear strength for rock and joints
• Joint behaviour
• Water pressure
• Continuum modelling (water simulation)
Pore water pressure
Ground water table
Infiltration of rain water
Discontinuum modelling
Discontinuum modeling is appropriate for slopes controlled by discontinuity behaviour
Critical Parameters: discontinuity stiffness and shear strength; groundwater characteristics; in situ stress state.
Advantages: Allows for block deformation and movement of blocks relative to each other, can modeled with combined material and discontinuity behaviour coupled with hydro - mechanical and dynamic analysis
Limitations: need to simulate representative discontinuity geometry (spacing, persistence, etc.); limited data on joint properties available
Discontinuum modelling
Discontinuum modelling
cohesion joint dilation jointfriction jointjoint normal stiffnessjoint shear stiffness
Hybrid modelling
Hybrid codes involve the coupling of these two techniques (i.e. continuum and discontinuum) to maximize their key advantages.
Critical Parameters: Combination of input parameters
Advantages: Coupled finite-/distinctelement models able to simulate intact fracture propagation and fragmentation of jointed and bedded rock.
Limitations: high memory capacity;
Important considerations
Two-dimensional analysis versus three-dimensional analysis
3D Simulation by Ansys software based on Finite element method
2D Simulation by Geoslope software based on Finite element method
Continuum versus discontinum models
2D simulation of bench slope by FLAC based on finite difference method
3D simulation of slope 3DEC software based on discontinum modeling
Selecting appropriate zone size
Different view discritized view of internal dump slope
Boundary conditions
Typical recommendations for locations of artificial far-field boundaries in slope stability analyses.
Water pressure
Simulation of rain water infiltration and generation of water table
Excavation sequence
Show the sequential excavation
Stability / failure indicators
Factor of safety
Displacement ( x and Y)
Shear Strain
Yield Points
Plastic Points
unbalance force/ convergence of solution
Velocity
Stability / failure indicators
Factor of safety
CF
C trialtrial 1
tan1arctantrial
trial
F
Stability / failure indicators
Displacement ( x and Y)
Stability / failure indicators
Shear Strain
Stability / failure indicators
Yield Points
Stability / failure indicators
Velocity Vector
Stability / failure indicators
unbalance force/ convergence of solution