Description
New ! New v4.1 update with new features in TASPIE+ and TASPLAQ modules
- TASPIE+
- Activation of a third “calculation mode” to deal with the case of a finite number of piles or inclusions (taking into account edge effects according to a generalized MV3 model – ASIRI 2012)
- Activation of an “assisted input” mode to generate t-z/q-z laws from PMT, CPT or G shear modulus tests
- Possibility to explicitly differentiate positive and negative boundary friction (with automatic capping at ktand x sigv’)
- Possibility to take into account the influence of a more deformable deep layer
- Free soil settlement can now be defined point by point independently of the layers
- Direct access to the key results required for the design of a single pile, a group of piles and rigid-inclusion reinforced piles
- TASPLAQ
- Direct access to angular distortion (local differential settlement) in any direction of the plate
8 INTERCONNECTED CALCULATION MODULES
- FONDSUP : Bearing capacity and settlement of an isolated footing from PMT, CPT or laboratory tests
- FONDPROF : Bearing capacity of a single pile or a group of piles from PMT or CPT tests
- TASSELDO : 3D calculation of displacements and stresses
in a massif of any stratigraphy
- TASPLAQ : 3D calculation of slabs on multi-layer soil
elastic (settlements and stresses)
- TASPIE+ : Settlement and negative friction for single and group piles and rigid inclusion reinforcements
- PIECOEF+ : Calculation under transversal load of piles
and barrettes with or without earth pressure
- GROUPIE+ : Calculation of a group of piles or bars connected at the top by a rigid footing
- SEMIPROF : calculation of semi-deep foundations and monopiles under combined loading
