SPW

- A -

Amplification factors for the loads

Anchoring stringcourses

Anchoring System

Angle of friction

- B -

Boundary conditions

Building phases

- C -

Check instability support

Collapse by breaking of the anchors

Compression strength test

Concrete strain

Conversion Tables

- D -

Data entered by angles and distances

Data entered by coordinates

Design Approach 1

Design Approach 2

Design Approach 3

DESIGN APPROACHES

Displacements assigned

Distributed loads

Downhill ground inclination

Downhill stretch length

- E -

Earth-wall angle of friction

Edometric modulus

Excavation height

- F -

- G -

Groundwater depth

- I -

Insert vertices

Interferenza tra le fasi

- J -

- K -

- L -

Layer inclination

Layer thickness

Load combinations

- M -

Modulus of subgrade reaction

- N -

Neutral pressures

normal restitution

- O -

Over-Consolidation Ratio

- P -

Partial reduction factors

physical characteristics

Poisson's ratio

Pressures assigned

Pressures diagrams

Pressures load lines

Pressures of distributed loads

- R -

Rotations assigned

- S -

Saturated weight

seismic coefficients

Seismic pressures

Siphoning check

slope inclination

specific weight

Spring assigned

Structural analysis

- T -

tangential restitution

Topograpical category

- U -

Uphill ground inclination

Uphill stretch length

- V -

- W -