v13.1 [Dec 26, 2011]
MSE Wall – Mechanically Stabilized Earth Walls design
Modelling of water as a result of ground water flow analyses (FEM)
Seismic design according to EN 1998, dynamic effect of water
New method of determination of pull-out bearing capacity of nails
Consolidation analysis of non-homogeneous layered soil
Improved output reporting system:
RTF export
Compatibility with Office 2010
Smart word wrap
New explorer window
Unicode (national symbols support)
New way of passing soil type and its parameters among programs
Spread footings, Piles - Simplifications of calculations according to EN 1997, Design approach no. 1
Pile – implementation of settlement limit for nonlinear load curve
Terrain – new faster internal solver
Terrain – DXF import in construction stages
Walls – possibility to choose vertical earth wedge
Walls – influence of earthquake on soil wedge
Walls – modification of earthquake influence on wall under water
Walls and sheeting - dynamic water pressure in front of the structure
Cantilever wall – earthquake analysis for pressure at rest according to EN 1998
CPT pile – partial factors revised according to EN 1997-2
Sheeting Check – reduction of subgrade reaction modulus below ditch bottom
Sheeting Check – more detailed output of internal stability
Walls – switch of geo-reinforcement to resisting forces
Slope stability – increase of normal stress due to anchors (Bishop, Fellenius)
Spread footing – load bearing capacity on rock subgrade according to EN – input of ɣQu partial factor
Spread footing – limitation of max. Qu value by 10Mpa resp. 5MPa
Spread footing – correction of tensioned spread footing dimensioning, floating point overflow
All walls – incorrect print messages of earthquake intermediate results eliminated
Spread footing – calculation modification of punching shear for unusual shapes of critical plane
All walls – correction of incorrect numbering of layers for intermediate results printing
Spread footing – elimination of unselected forces for eccentricity calculation of strip footing
Pressures – change of calculation of influence of strip surcharge (pressure at rest)
Nail – correction of nail stiffness export to Slope stability
Slope stability – correction of calculation according to Sarma for vertical anchor
Gabion design – correction of calculation of block weight under water
Pile – printing of alpha partial factor for Tomlinson method corrected
Slope stability – influence of inclined water level for Rapid draw down calculation added
v1.4 [Jun 20, 2012]
- Graphical printouts with table of soils
- Export of all topology in DXF format for 1D programs
- Safety factors and settings for Russia according to SNIPs
- Chinese language localization
- Settings for China, implementation of GB 50007-2002 standard
- Pre-defined slip surface when connecting to Slope stability, new defaults of connection settings
- Transfer of standard and coeficients settings during connections between programs
- New help system and helps
- National Annexes for Czech republic
- Reinforced concrete
- Russian standard SNIP 52-01-2003
- Chinese standard GB 50010-2002
- American ACI 318 standard 2011
- Limit strain method
- Concrete - possibility to compute other characteristics from strength in compression for own material
- Spread footing - Chinese standard GB 500072002
- Spread footing - Russian standard SNIP 2.02.01-83
- Earth Pressures, Walls - new way of computing eartquake effects for high slopes of terrain
- Slope Stability - new method according to Shahunyanc
Cantilever,Wall, Masonry Wall - possibility to check stem of wall on active pressure (earthquake)
- Slope stability - possibility to combine total and effective soil properties in one analysis profile
- Gabion - new material defaults
- Prefab wall, MSE Wall - possibillity to define shear strength between blocks
- Sheeting Design, Sheeting Check - simplification of input of friction between structure and soil
- FEM - georeinforcement with infinitive strength, new helps and rocommendations
- FEM - faster and more stable analysis of slope stability problem
- FEM, Plate, Settlement - improvement in black and white printouts of colored scale
- FEM - visualization improvement of pore pressure outputs
- Sheeting Check - output of earth pressures even when structure is not stable
- Plate - new boundary condition on line - internal hinge
- Plate - copy of diagrahms into clipboard
- Pile - ratio of reinforcement
