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Construction pit analysis - Bore pile walls, diaphragm walls, sheet pilings, girder plank walls, MIP (Mixed In Place)
- Wall types may be combined
- Inclined walls with earth pressure on the incline
- Active, increased active earth pressure or at rest
- Earth pressure acc. to DIN 4085:2007 incl. spatial earth pressure
- Different redistribution figures
- Dead and live loads, block loads
- Different layers and slopes
- Any water levels in front of and behind the wall
- Excavation and dismantling stages
- Up to 20 anchor positions and props
- Inactive anchors in order to analyze variants
- Anchor analysis in the deep sliding plane
- with prestressed anchors as well as design of anchors with proof loads
- NEW: Verification of the transfer of vertical loads by end bearing and skin friction acc. to EAB R 84 and 85, evtl. additional length of the wall
- NEW: Verification of the vertical component of the mobilized passive earth pressure acc. to EAB R 9
- NEW: application of the earth pressure on the subst. anchor wall with delta = beta in the verification of anchor lengths acc. to EAB R 44
- NEW: reduction of the possible anchor force acc. to EAB R 44, if the hor. distance < half of the fixed length
- Extensive result output
- Graphic of system, earth and water pressures, section forces and displacements
- Activation of load cases and excavation conditions
- Simple changes with double click
- Copy and paste of elements
- Export graphic in JPG format (e.g. for Word)
- English, German, French, Russian language
Option Dimensioning for the design of all parts: girders, sheet pilings, reinforced concrete, anchors, booms: Design acc. to DIN 1045, DIN 1045-1, DIN 18 800, SIA 262, SIA 263, OENORM B 4700, British Standard BS 8110 and BS 5950, Indian Standard IS 456 and IS 800
Analysis with partial safety factors acc. to DIN 1054:2005 / SIA 267 (Swisscode) / OENORM B 1997-1-1 / Eurocode / British Standard
New recommendations EAU 2004 and EAB 2006 available incl. separate section forces from dead/live/water loads, new approach for elastic bedding (modulus of subgrade reaction) acc. to EAB R 102
Version française: DC-Fouille
Integrated foundation engineering with interface to DC-Pit see program DC-Integra
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