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- 3 -
3D
- A -
Acceleration
Accelerogram generation
Accelerogramm integration
Acceptable level of safety
Activation
Active thrust
Additional data
Analysis options
Anchors
angle of inclination
arch effect
Arias intensity
Autoupdate
average peak strength
- B -
Back Analysis
bearing capacity
BedRock
Bell method
Bishop method
Bound computation
Brady
Brinch - Hansen
Bustamante
- C -
Calculation of the shear modulus
Centers grid
Chang
Circle
circular section
Cohesive soils
Colors map
Combination
composed stability analysis
Compound
Computation methods
Computation of NL
Computation of the Yield Moment
Computation summary
concrete circular section
Consolidation
Contact
conversion factor
Conversion Tables
Copyright
correction factor
Coulomb
critical acceleration
critical state friction angle
Customer technical support service
cyclic simple shear
cyclic stress
cyclic triaxial tests
- D -
Data export
Data import
Database
DEM
Design Approach 1
Design Approach 2
Design Approach 3
DESIGN APPROACHES
design load
Design standard
Discrete Element Method (DEM)
Display safety factor
drained conditions
Drawing aids
DXF
Dynamic Analysis
Dynamic probe
- E -
Effective lengths
effective stress
elastic module
elastoplastic Winkler springs
Elevations
embankment
EN 1997
equation of equilibrium
Eurocode 7
Eurocode 8
- F -
factor of load transfer.
Factors map
FAQ
Fellenius method
FEM
Filling
Finite Element Method (FEM)
Folding length
Forces
Form factor
foundation
friction angle
friction forces
- G -
Generic work
Geotechnical properties
Global stability
Global verification
Granular soils
Groundwater table
- H -
Help
Hoek & Brown
horizontal seismic acceleration
horizontal seismic coefficient
Hydrostatic thrust
- I -
Import
inclined loads
Inserting vertices
internal stability analysis
Internal verification
interpolations
intersections
interslice forces
intervals
Isolines
iterations
- J -
Janbu method
- K -
K modulus
- L -
level of safety
Limit equilibrium method (LEM)
Limit load
liquefaction
Lithotype
Loads
- M -
M.R.E. (Mechanically Stabilized Earth)
Main parameters
materials
maximum acceleration
minimum frequency
Mistra
Mohr-Coulomb failure criterion
Mononobe & Okabe
Morgenstern & Price method
mortar
Muller-Breslau
- N -
nails
neutral axis
Normal and tangential stiffness
normal loads
normal restitution
normal stress
Nspt
- O -
Overturning
- P -
Passive resistance
peak friction angle
peak strength
Penetration tests
Perform analysis
Permeability
physical characteristics
Piezometrics
Piles and Micropiles
Pilings
Poisson's ratio
Polygon
Pore water pressure
Potentiometric surface
Pressures
Product Activation
pullout
- Q -
QSIM
- R -
Rankine
Raster images
RC section
Recompute
Rectangle
Reduction
reduction factor
Reduction in undrained strength
Reinforced earth
reinforcements
Reinforcements' tensile forces
Reinforcenets spacing
Reinforcing element
Report
residual friction angle
Resistance
resultant moment
Retaining walls
Rise Time
Rock
rock slopes
- S -
safety factor
Sarma method
saturated soils
Saturated unit weight
search step
sections
seismic acceleration
Seismic action
seismic coefficients
seismic loading
seismic motion
seismic state
shear deformation
shear modulus
shear strain
Shear strength
shearing
sheets
Shortcut commands
Slice method
Sliding
sliding soil mass
Sliding surface
slope inclination
slope stability
Slope/DEM
Slope/M.R.E.
Slope/MRE
Slope/Rock
soil
soil liquefaction
Soil nailing
Soil type
spacing
specific weight
Spencer method
spring constant
stability
Stabilization method
Standards
static conditions
Static probe
stiffness
strain
Stratigrapher
Stress diagrams
strips
summary
Surface form
- T -
tangential restitution
technical support
tensile force
Tensile strength
Tensile stress
Text management
Textures
Theoretical notes
thickness
Thrust
Tieback
Tieback & Compound
Time conversion factor
trapezoidal
Trifunac
tubular section
- U -
ultimate strength
undrained
uniaxial compressive strength
unit weight
unknowns
- V -
verification
vertical stress
vertices
volume weight
volumetric strain
- W -
Walls types
Winkler springs
Works of intervention
- Y -
yield constant
Yield Moment
- Z -
Zeng Liang method
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