Contiguous Pile Wall

In contiguous pile walls, the axial distance of piles is bigger than their diameter. The space between them is usually filled with shotcrete and reinforcing mesh. This space must be correctly drained, so that rainwater does not stay behind the concrete. The drainage is usually made of perfored plastic tubes. These drains divert the water downward, towards the front of the shotcrete.

Programs provide different types of soil anchors. Pre-stressed bar anchors (VSL, Dywidag), strand anchors (VSL, Dywidag), helical anchors (Helical Anchors Ltd, Chance, MacLean), anchor bars (VSL, Minova), deadman anchors. Parameters of anchors are included in database, which is a part of programs.

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GEO5 Geotekniske programvarer

Abutment

Anti-Slide Pile

Beam

Cantilever Wall

Earth Pressure

FEM

FEM - Consolidation

FEM - Tunnel

FEM - Water Flow

Gabion

Gravity Wall

Ground Loss

Masonry Wall

Micropile

MSE Wall

Nailed Slope

Pile

Pile CPT

Pile Group

Prefab Wall

Redi-Rock Wall

Rock Stability

Settlement

Shaft

Sheeting Check

Sheeting Design

Slab

Slope Stability

Spread Footing

Spreed Fotting CPT

Stratigraphy

Stratigraphy -
Cross Sections

Strtigraphy - Logs

Terrain