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ZSOIL.PC under Windows 2000 , Vista , XP, and Windows 7 (32 & 64 bit versions)Solves all problems of geotechnical and structural daily
practice, in a matter of hours. |
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ZSOIL.PC is a continuously upgraded geotechnical, foundation and underground flow engineering software based on the finite-element method and written
in the MS-Windows environment. The program has been used with great success in forensic analysis and design studies, covering without exception all possible
scenarios encountered in real world case studies. ZSOIL.PC is the first integrated computer code that offered a unified approach to most of the natural processes
encountered in geotechnical and foundation engineering, including stability, consolidation, creep and underground flow, excavations and soil-structure interactions.
ZSOIL.PC has been developed at Zace Services Ltd since 1982. The latest versions of ZSOIL.PC were developed by a team led by A.Truty, K.Podles & Th.Zimmermann,
with research experience at the Swiss Federal Institute of Technology, Cracow University of Technology, U.C.Berkeley, and Caltech.
Express-Worldwide-Consulting 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 personalize).
Partners also offer worldwide consulting services and
assistance in all aspects of geotechnical and civil
engineering.
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MAIN FEATURES OF ZSOIL.PC
- The program offers the following features:
ZSOIL MENU
Implemented in a menu-driven Integrated Computer Environment using the latest MS-Windows platforms (NT, 2000, XP,VISTA, Windows 7) :
the management of data files and executables is handled by the user in a very easy and natural way through dialog boxes and menu options.
Basic / advanced user configurations are available. Import of data from Autocad and from or to Excel is possible.
ZSOIL ANALYSES
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, 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 up to over 1'000 000 DOFs for symmetric stiffness matrices and 600 000 .DOFs for nonsymmetric ones
Stabilized finite element formulation for 2-phase media without time-step restrictions.
Easy-to-use integrated 2D/3D ZSOIL 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 1'000'000 DOFS in a matter of minutes.
Unified menu system for 2D &3D, under C++, Macro-modeling 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
ZSOIL 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.
in a very short time using the "user-friendly" automated environment of the program a Getting started manual for beginners
A user interface with basic/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 and
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, core duo or core quad processors. System should include 50GB or more disk space MS-Windows 2000, XP, Vista or Windows 7,
1GB RAM memory (preferably 2-4 GB or more), at least, 1024x768 or more screen resolution.
New in recent Versions
1. Modeling large foundation rafts in 3D
- piles are modeled as beam elements discretized independently on surrounding
continuum
- Mohr-Coulomb friction law is applied
- additional pile foot interface is created to model pull-out effect
- redesigning piles is very fast
- option fully automatic working both at the macro-modeling and finite element
levels
2. Hardening Soil/Hardening Soil-small soil model for modeling deep excavations
and soil-structure interaction problems
- small strain stiffness of soils is reproduced by HS-small version
- excessive heaving of the bottom of excavation is eliminated
- nice predictions of the influence of excavations on neighboring structures in
urban areas
3. Parametric studies enabling variation of a selected set of material
properties to be varied
4. Automatic inheriting of contact strength properties from adjacent continum
5. Automatic mapping of complex geological layers defined through boreholes on
3D meshes
6. Orthotropic elastic model for shells
7. Wood-Armer stress resultants for plates/shells
8. Single phase and 2-phase dynamic soil-structure interaction
module
9. Directional filtering of added masses in structural dynamics
10. Nails with adhesive interfaces
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2D/3D analysis of soils strengthened by nails is supported
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nails, treated as beam elements embedded in continuum, may be supplemented by
adhesive interfaces following the philosophy used for piles
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ultimate shear stress set up for continuum materials can be inherited by nails
automatically
11. 32-bit and 64-bit versions
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32 bit (Windows XP, Windows Vista) and 64 bit for Vista and Windows 7 are
available
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64 bit version it is possible to solve larger problems, performance
enhanced by factor of 2 -5
Performance test
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New in Version 2012
1.Transient dynamics with - Domain Reduction for single and two-phase fully/partially saturated media - Signal processing toolbox including Butterworth and baseline correction - Nonlinear soil models: HS small strain for hard soils and Densification for loose deposits (liquefaction phenomena) - Extraction of eigenvalues time and eigenmodes 2.Highly-interactive toolbox for automatic estimating Hardening Soil small strain model parameters 3.Improved contact interface definition on structural elements 4.New postprocessing options including - Result envelopes for continuum/shell/contact - Result envelopes for selected set of instances for beam/truss elements - Elements plot as color contour on element faces or in cross section for selected set of time instances |
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ZSOIL v1 came out in 1985 after three years of development and testing. It was backed by over 30 years of experience in
the field of numerical analysis, finite elements and soil plasticity. ZSOIL.PC v1 was developed at Zace Services Ltd under the supervision of
Th.Zimmermann, B. Dendrou & C. Rodriguez, with research experience at the Swiss Federal Institute of Technology, U.C. Berkeley, Caltech,
and Purdue University. Over 50 people have since then contributed to the development of successive versions, and several are still part of the team.
Since the early nineties, a ten-years close collaboration with the Swiss Federal Institute of Technology in Lausanne, and several major swiss engineering companies
has been successfully developed. Over the years long or short-term collaborations have also been initiated worldwide with researchers in numerical geomechanics.
ZSOIL has now over three thousand installations and a worldwide distribution, it is in daily use in a number of engineering offices to solve simplest and most complex
geotechnical and structural problems, and in many universities as teaching tool. Several custom versions of the program have been developed upon requests
from customers and recent versions include new constitutive models, multiphase dynamics for the simulation of liquefaction.
Consulting services
Zace Services Ltd and partners in the development of Z_SOIL offer worldwide consulting services and assistance in all aspects of geotechnical engineering.
Contact adresses :
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Partner Name |
Address |
Phone |
Contact person |
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Av. de Cour 61, CH-1007 Lausanne |
+41 21 618 11 11 |
Dr. Roelfstra |
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Ch. de Montelly 78, cp60, CH-1000 Lausanne 20 |
+41 21 620 70 00 |
Mr. Gindroz |
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Ch. des Epinettes 32 , CH-1007 Lausanne |
+41 21 311 34 30 |
Dr. Commend |
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Schloesslistrasse 23, CH-3001 Bern |
+41 31 385 63 52 |
Mr. Lerch |
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Route de l'aeroport 1, CH-1215 Geneve |
+41 22 309 30 60 |
Mr. Marche |
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Rue de la Paix 30, CH-2730 Tramelan |
+41 32 487 46 36 |
Mr. Bisetti |
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Mr. Sarf |
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Nordstrasse 16, CH-3900 Brig |
+41 27 922 02 00 |
Mr.C.Carron |
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Rue du Lac 33, CH-1020 Renens |
+41 21 637 15 13 |
Dr.C.Cekerevac |
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Lab.of Rock Mechanics, LMR-EPFL |
CH-1015 Lausanne |
+41 21 693 23 23 |
Dr. Labiouse |
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Lab.of Soil Mechanics, LMS-EPFL |
CH-1015 Lausanne |
+41 21 693 23 14 |
Prof. L.Laloui |
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Zace Services Ltd |
Case Postale 2, CH-1015 Lausanne |
+41 21 802 46 05 Fax+41 21 802 46 06 |
Dr.Th. Zimmermann zimmermann@zace.com
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Zace Services Ltd offers introductory short courses, software development and data preparation services .
You can send a mail to info@zace.com
- Last updated 15.9.2011