Stability analysis of diaphragm wall lamellae
- with consideration of corner panels
- Method by Triantafyllidis, alternatively variant III.a or III.b
- Load on a larger developed view length
- Supporting force on the smaller length of the diagonal
- Analysis acc. to the latest standard DIN 4126:2013 with partial safety factors acc. to Eurocode 7 resp. DIN 1054:2010
- Verification of the loss of slurry by penetration into the soil
- Verification of the safety against influx of ground water into the lamella and against displacement of the slurry
- Verification of the safety against sliding of single grains or groups of grains
- Verification of the safety against sliding surfaces in the soil endangering the lamella
- Verification of the required liquid limit of the slurry
- Graphical display of the utilization, hydraulic gradient, penetration, support force, earth pressure and shoulder friction
- Select short output of the verifications or extensive output of all results
- Consideration of the guidance wall with supporting earth pressure at rest if desired
- Application of slopes in the ground
- Application of up to 10 loads
- Any single load may be applied or not for the earth pressure at rest on the guidance wall and for the shoulder pressure on the sliding block
- Bilinear application for the shoulder pressure acc. to DIN 4126
- Filling of soil layer areas with the colors and/or symbols acc. to DIN 4023 or your own definition
- with graphics elements to draw and label in the result graphics
- import of DXF graphics as a background
- German, English and French language