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Z_SOIL.PC under Windows 2000 , Vista & XPSolves all problems of geotechnical daily practice in a matter of hours. updated 15.08.07 |
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Main Features of Z_SOIL.PC 2007 |
FEATURES in
Z_SOIL.PC
2007, available since 1985, now under Windows NT, 2000 XP or VISTA
• UNIFIED NUMERICS IN
GEOTECHNICS &
STRUCTURES,
• 1500+
INSTALLATIONS WORLDWIDE.
• Solves all
problems of geotechnical and structural daily practice in a matter of hours
Z_SOIL.PC 2007: A Windows-based tool
offering a unified approach to numerical
simulation of soil, rock and structural
mechanics, above and underground structures,
excavations, soil-structure
interaction, underground flow, structural
pushover and dynamic time
integration analysis, and thermal analysis. Z_SOIL.PC
is a continuously
upgraded engineering software based on the finite-element method.
The
program has been used with great success in forensic analysis and
design
studies, covering without exception all
possible scenarios encountered in the real world.
Z_SOIL.PC has been developped at Zace
Services Ltd since 1982. The latest versions of Z_SOIL.PC were
developed
by a team composed of A.Truty, K.Podles, A.Urbanski, A.Wiktor and
Th.Zimmermann, with contributions by A. Wroblewski and J.L. Sarf with
research
experience at the Swiss Federal Institute of Technology, Cracow
University of
Technology, U.C.Berkeley,and Caltech.
Express-Meta-Consulting-Worldwide Services - Zace Services Ltd and selected partners
offer worldwide development and meta-consulting services( full data
preparation
and analysis of your problem except post- processing and reporting
which you
want to personalise). Partners also offer worldwide
consulting services and assistance
in all aspects of geotechnical and civil
engineering, see http://www.zace.com.
Main Features of
Z_SOIL.PC 2007 - Z_SOIL.PC 2007 is a
7th generation software built in the original
Z_SOIL environment and includes many new additions and enhancements
with
respect to previous versions. In particular, the program offers the
following
features:
Z_SOIL MENU
• Implemented
in a menu-driven Integrated Computer Environment using the latest
MS-Windows
platforms (NT, 2000, XP,
• Basic / advanced user configurations are available. • Import of data from Autocad and from or to Excel is
possible.
Z_SOIL ANALYSES
• General speed-up with respect to previous
version, • Automatic memory release to optimize computer
use, • Data
checking capabilities.
• Nonlinear
small and large displacements. Axi-symmetric, Plane
strain, and 3D drivers
offering single and 2-phase analyses,
with any combination of the following algorithmic options:
- Automatic evaluation
of initial stress conditions including steady state flow: combination
of
gravity and initial-stresses allows an automatic reproduction of the
most
complex initial state conditions, including existing constructions.
- Stability analysis:
through C-phi reduction and stress level algorithms lead to a reliable
assessment of safety factors and failure surfaces for the most general
problem
geometries. Simpler and more general than usual sliding surface
approaches.
Possibility to analyze safety with respect to local material properties
or
features like contact surfaces.
- Ultimate load analysis and deformation analysis.
- Prestress conditions
(anchors).
- Simulation of Excavation,
construction
stages, simulation of fill for cut and
cover construction: can be combined with any sequence of drivers,
allowing
removal or addition of construction parts, loads, boundary conditions
etc.,
unloading control capability in order to simulate 3-dimensional effects
in 2D.
Continuous safety assessment.
- Consolidation, volumetric
and deviatoric creep
and swelling (time dependent processes).
- Flow, steady or
transient, fully or partially saturated, with time dependent boundary
conditions; fullly arbitrary flow conditions with free surface, seepage
surfaces, as well as rain inflow, impermeable zones, coupled or
uncoupled with
solid deformation can easily be accounted for.
- Thermal/or
moisture migration analysis: Transient thermal/or moisture
migration
analysis can be performed as a preprocessing in order to define
temperature
time-histories to be accounted for later in the mechanical analysis.
- Dynamic time integration
and Pushover
analysis for structures
• Skyline,
or new sparse
solvers, tested upto 100’000 dofs.
• Stabilized finite element formulation for
2-phase media without time-step restrictions.
Completely new easy-to-use integrated 2D/3D Z_SOIL
PRE-PROCESSOR
• Interactive quasi-automatic mesh
generation and profile optimizer for the finite-element discretization
allowing
to generate a mesh of up to more than 100'000 elements in a matter of
minutes.
• New unified menu
system for 2D &3D, under C++, • Macromodeling tools allowing for a speed-up
factor of upto 10 in complex 3D mesh generations, • 2D/3D Meshing tools
• Automatic
element split, • Data
super-elements, •
Macros, • Autocad & Excel
compatibility, •
Undo, • Overlaid
meshes capability
Z_SOIL
POST-PROCESSOR
• A fully Windows
compatible fully integrated 2D/3D post-processor
with many capabilities like, improved
stress recoveries, cross-sections,
time-histories completing the existing color plots, isolines, units
management, etc...
• Excel compatibility , • Recording
& playing macros, • Improved
selection options
• Units management : although any set of coherent units can
be used, the
program offers a convenient units
management
capability for increased comfort.
•
User models- Users can
introduce their own constitutive model.
Element library - The nonlinear finite element scheme
incorporated in Z_SOIL.PC uses 2D, 3D and axi-symmetric elements which
optimally represent the nonlinear constitutive soil models and overcome
locking
phenomena often associated with incompressible and dilatant behaviour. Structural elements complete the
element library, including linear and nonlinear beams, with hinges, flexibility based nonlinear beams (allowing
1 element /beam), shells (including reinforced concrete), with
possible hinges, membrane, geotextile,
reinforcement and cable behaviours. Finally,
infinite media and a new frictional
contact mortar and node to segment interface elements (permeable or
impermeable ) are available for single or two-phase media. These
elements offer
the flexibility to model any configuration of the soil profile.
A user interface with beginner/advanced
entry level • A
fully interactive online help and manual with
indexed access • A User's Manual which includes information on
program
execution, data entry screens and extensive documentation of the
analysis
options. • In-depth tutorials on how to use the program. •A theoretical
section
which contains unique details on the algorithms • An extensive list of
benchmark problems. • A selection of representative case studies.
• HOTLINE (for
customers only): zsoil@zace.com
• Short courses every month
•
Assistance, consulting and META-CONSULTING
services
Hardware/Software Requirements – Pentium or dual-core
processor. System should
include 40GB or more disk space • MS-Windows 2000 XP or Vista1GB
RAM memory at least,
1024x768 disk resolution, preferably 2-4 GB.
|
Geneva Sweden Loetschberg Iran |
Consulting services| Partner Name | Address | Phone | Contact person |
|---|---|---|---|
| Bonnard et Gardel Ing. Conseils SA | Av. de Cour 61, CH-1007 Lausanne | +41 21 618 11 11 Fax +41 21 618 11 22 |
Mr. Kohler |
| CSD Ing. Conseils SA | Ch. de Montelly 78, cp60, CH-1000 Lausanne 20 | +41 21 620 70 00 Fax +41 21 620 70 01 |
Mr. Gindroz |
| GeoMod Ing. Conseils SA | Av. des Jordils 5 , CH-1006 Lausanne | +41 21 311 34 30 Fax +41 21 311 34 29 |
Dr. Commend |
| Emch + Berger AG | Gartenstrasse 1, CH-3001 Bern | +41 31 385 63 52 Fax +41 31 385 61 12 |
Mr. Folly |
| GEOS Ing. Conseils SA | Route de Drize 7, CH-1227 Carouge | +41 22 309 30 60 Fax +41 22 309 30 70 |
Mr. Favre |
| GVH Ing. Conseils SA | Rue de la Paix 30, CH-2730 Tramelan | +41 32 487 46 36 Fax +41 32 487 61 32 |
Mr. Bisetti |
| Jean-Luc Sarf Ing EPFL | Rue du Lignolat 48, CH-1170 Aubonne |
+41 21 616 01 63 Fax +41 21 616 01 64 |
Mr. Sarf |
| Schneller, Ritz und Partner AG | Nordstrasse 16, CH-3900 Brig | +41 27 922 02 00 Fax +41 27 922 02 05 |
Mr.C.Carron |
| Stucky Ing. Conseils SA | Rue du Lac 33, CH-1020 Renens | +41 21 637 15 13 Fax +41 21 637 15 08 |
Dr.C.Cekerevac |
| Lab. of Structural and Continuum Mechanics, LSC-EPFL | CH-1015 Lausanne | +41 21 693 24 50 Fax + 41 21 693 63 40 |
Prof. Th. Zimmermann |
| Lab. of Rock Mechanics, LMR-EPFL | CH-1015 Lausanne | +41 21 693 23 23 | Dr. Labiouse |
| Lab. of Soil Mechanics, LMS-EPFL | CH-1015 Lausanne | +41 21 693 23 14 | Prof. L.Laloui |
In addition, software development and data
preparation services are offered by:
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e_mail | ||
| +41 21 802 46 06 | zimmermann@zace.com |
Zace Services Ltd offers introductory short courses several time a year.