
Analyzes tunnel structure, tunneling damage to buildings, slopes stability and performs other geotechnical-related computations.
GEO5 is a powerful software suite for solving geotechnical problems based on traditional analytical methods and Finite Element Method (FEM). Individual programs verify a specific structure, which keeps them intuitive and easy to use. GEO5 is designed to solve most geotechnical tasks, from the basic ones (verification of foundations, walls, slope stability), up to highly specialized programs (analysis of tunnels, building damage due to tunneling, rock stability).
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
Create a floor plan for your home and start adding walls and textures