- A -

assign

Assign loads

- B -

Bearing capacity

Bearing capacity/base diagram

Bearing capacity/depth diagram

Bearing surface depth

Brich-Hansen

Bulbs

Burland and Burbidge

Burland and Burbidge settlements

- C -

Cohesion

combination

Consolidation type

Conversion Tables

Correction parameters

Cr

Cs

Cv

- D -

Database

Design Approach 1

Design Approach 2

Design Approach 3

DESIGN APPROACHES

design loads

Design normal pressure

Design stress

Diagrams report

differential settlements

Dimensions of foundation

Distributed loads

Drained condition

Dynamic Probing

- E -

Ed

Elastic settlements

Elasticity modulus

Embankment

Embedded height

EN 1997

Eurocode

Eurocode 7

Eurocode 8

Ey

- F -

Footing dimensions

Foundation geometry

Friction angle

- G -

General Data

General failure

Generate combinations

Geometry

Graphic Input

Ground types

GWT

- H -

Hansen

- I -

import

Insert layer

- K -

Ks

- L -

Layer

Liquefaction check

Local failure

- M -

Mat footing

Mesh

Meyerhof

- N -

New Project

Ni parameter

Normal consolidated

- O -

Oedometric

Oedometric Modulus

Oedometric settlements

operating loads

- P -

Paolucci & Pecker

physical characteristics

post-seismic settlement

Prandtl

Primary consolidation

Punching failure

- R -

RR parameter

- S -

Schmertmann

Schmertmann settlements

Secondary consolidation

Secondary settlement

Seismic action

Seismic correction

service

Settlement computation

shortcut

Shoulder

Sliding check

Slope inclination

soil pressures

Soil properties

Soil type

Soils Database

Spread footing

Stratigraphy

Stresses diagram

Strip footing

Subgrade

- T -

Terzaghi

Texture

Theoretical notes

- U -

Undrained condition

Unit volume weight

- V -

Vesic

- W -

Water

Westermann

- Y -

Young's modulus