- 3 -

3D

- A -

Acceleration

Accelerogram generation

Accelerogramm integration

Acceptable level of safety

Active thrust

Additional data

Analysis options

Anchors

angle of inclination

arch effect

Arias intensity

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

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

correction factor

Coulomb

critical acceleration

critical state friction angle

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

Eurocode 7

Eurocode 8

- F -

factor of load transfer.

Factors map

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 -

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

Pore water pressure

Potentiometric surface

Pressures

pullout

- Q -

QSIM

- R -

Rankine

RC section

Recompute

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

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

static conditions

Static probe

stiffness

strain

Stratigrapher

Stress diagrams

strips

summary

Surface form

- T -

tangential restitution

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