Description

• Selectable wall types: bore pile walls, diaphragm walls, sheet piling, girder plank walls, MIP (Mixed In Place) walls 
• The wall types can be combined (e. g. inserted I-beams on a bore pile wall)
• Selection of predefined sheet piling types and beam sections (HE-A etc.)
• Freely selectable position of anchors and stiffeners: consideration of pre-deformation, spring constant and pre-stress for anchors 
• Different base restraints are selectable
• Variable horizontal soil stratification
• Horizontal and inclined ground surface
• Any pre-construction and dismantling stages, anchor positions and stiffeners can be selected for each construction state
• Entry of any groundwater levels in front of and behind the wall to allow for groundwater lowering
• For the accurate internal modelling of the structural system (e. g. ground surface and soil stratification), it is possible to import DXF graphics as a background
• Several load cases with vertical and horizontal concentrated loads, vertical line loads as a static load or railway traffic as a live load, concentrated moments and consideration of earthquake loads
• Different earth pressure assumptions (active, increased active earth pressure and earth pressure at rest) and earth pressure redistributions (including triangular and trapezoidal)
• Elastic support, conventional or according to EB 102, with automatic adjustment to the passive earth pressure
• Calculation of the wall internal forces with anchor and subgrade reaction forces
• Verification of the transfer of vertical loads via the peak pressure and the skin friction
• Verification of the vertical component of the mobilised earth resistance according to EB 9
• Verification of anchor lengths in the deep slip joint with determination of the required anchor lengths
• Verification of hydraulic ground failure at different water levels in front of and behind the wall, optionally using the method by Aulbach and Ziegler
• Fixed base depth or iteration of the wall length
• Optional design of all components: girders, sheet piling, reinforced concrete components, anchors, booms and infilling with DC-Pit/Dimensioning
• Optional serviceability verification for reinforced concrete with DC-Crack 
• Optional base failure verification if a licence for DC-Slope is available
• Calculation of construction pit walls out of DC-Integra
• Licences for the calculation of the different wall types are also individually available
• Detailed output of the individual load cases as text and graphics
• Output options: printer, PDF
• Interfaces: RTF export to MS Word, graphic export in JPG format, DXF export

Foundation engineering standards

• EN 1997-1
• DIN EN 1997-1
• ÖNORM B 1997-1-1
• NF EN 1997-1
• BS EN 1997-1
• UNI EN 1997-1 with NTC 2018
• EN 1998-5
• DIN 1054
• SIA 267
• EAB (Recommendations of the Construction Pits Working Group)
• EAU (Recommendations of the Waterfront Structures Working Group)

Reinforced concrete standards

• EN 1992
• DIN EN 1992
• ÖNORM B 1992
• NF EN 1992
• BS EN 1992
• UNI EN 1992
• DIN 1045
• SIA 262
• ÖNORM B 4700
• BS 8110