User Area > Documentation
LUSAS Version 21.0 Worked Examples
Worked examples covering a wide range
of applications are available as individual PDF files. As noted in
some examples, associated files are also required. These are
provided in a single downloadable zip file. See below for more
details.
An index of other documentation available
for this version is available here.
1. Read the introduction to the LUSAS worked
examples
Introduction to the LUSAS
worked examples
-
New users should read this useful general
information about the LUSAS Modeller user interface, how the
examples are formatted, and how to run LUSAS.
2. Download a zip file of all files associated with the
worked and overview examples
| EnglishUS |
ChinesePRC |
(Zip
file was updated 7 December 2023) |
(Zip
file was uploaded 25 July 2023) |
- After download it is recommended
to create a folder C:\Users\<your_name>\Documents\LUSAS_associated_example_files
and unzip the files into this location. Note that some scripts
reference others and therefore should not be copied
independently into other locations.
- Note that worked examples for use with
PontiEC4 are provided as part of its installation.
3. Download a chosen worked example
Browse the list of worked examples
below to download a PDF file for use with the appropriate associated
files.
The keywords in the examples lists below
provide a summary of the modelling and results features carried out
in each example.
Software requirements
The LUSAS software version, software product (and
version of that product) and any product options that are required
in order to run an example will be stated in a usage box at the
beginning of each example, along with any relevant notes, like
this::
| For software
version: |
21.0 |
| For software
product(s): |
All / LUSAS Bridge
/LUSAS Civil & Structural etc |
| With product
option(s): |
Nonlinear,
Dynamics, Thermal, Geotechnical etc. |
Notes
- Any new examples, or examples
updated for this software release are marked
accordingly.
- Examples
that cannot be run using the LUSAS
Evaluation / Teaching
and Training version (which has restrictions on problem
size) are noted in those examples.
- LUSAS
Academic will run any example, provided the correct software product option is selected during
start-up.
- LUSAS
Composite examples can be run in any software product if a
Composite product option has also been purchased.
For more information please read the Introduction to the LUSAS worked examples.
Introductory
modelling examples for use
with all LUSAS software products
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Linear
elastic analysis of a spanner
|
2D, Inplane, Plane Stress, Linear, Elastic, Regular Meshing, Irregular Meshing, Copy, Rotate, Mirror, Transformation, Groups, Deformed Shape, Contour Plot, Principal Stress Vector Plot, Graph Plotting, Slice Section Results.
|
Updated
for V21.0 |
|
Arbitrary Section Property Calculation and Use
|
2D, Inplane, Section Properties, Arbitrary Section, Box Section, Holes, Local Library, Server Library, Fibre locations
|
Updated
for V21.0 |
|
Contact Analysis of a Lug
|
2D, Inplane, Plane Stress, Default Assignments, Linear, Slideline, Nonlinear, Contact, Fatigue, Damage, Cycles to Failure, Stress Contours, Displacement Results, Animation, Graph Plotting.
|
Updated
for V21.0 |
|
Linear Buckling Analysis of a Flat Plate
|
3D, Shell, Plate, Linear Buckling, Eigenvalue Buckling, Deformed Mesh, Print Results Wizard.
|
Updated
for V21.0 |
|
Elasto-Plastic Analysis of a
V-Notch
|
2D, Inplane, Plane Stress, Contact, Geometrically Nonlinear (GNL), Materially Nonlinear (MNL), Contour Plot, Elasto Plastic, Yield, Yield Symbol, Plastic Strain, Animation of Results
|
Updated
for V21.0 |
|
Thermal Analysis of a Pipe
|
2D, Inplane, Thermal, Steady State, Transient, Environmental Temperature, Prescribed Temperature
|
Updated
for V21.0 |
*
Model and results images included in this example were captured in
an earlier version and may differ in appearance from those seen and
obtained from this version.
Back to top
Examples
for LUSAS Bridge and LUSAS Civil & Structural
software
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Linear analysis of
a 2D frame
|
2D, Frame, Beam, Standard Sections, Fleshing, Copy, Mirror, Deformed Mesh, Axial Force Diagram, Shear Force Diagram, Bending Moment Diagram, Fibre Results, Saved view, Generating a Report, Printing Results.
|
Updated
for V21.0 |
|
Importing DXF data
|
2D, Import, DXF
|
As
supplied for V20.0 |
|
Simple Building Slab Design
|
2D, Slab Design, Holes, Reinforcement, Wood-Armer, RC
Slab Design, Steel Area, Load Combinations, Smart Combinations, SLS, ULS, Cracking.
|
Updated
for V21.0 |
|
Simple Grillage
|
2D, Inplane, Y6 Precast Section, Section Property Calculation, Local Library, Grillage/Plate, Grillage, Basic Load Combination, Smart Load Combination, Enveloping, Deformed Mesh, Bending Moment Diagram, Print Results Wizard
|
As
supplied for V20.0* |
|
Simple Slab Deck
|
3D, Shell, Bridge Loading, Moving Load, Eccentricity, Basic Load Combination, Load Envelope, Peak Values, Deformed Mesh, Contours, Graphing, Wood Armer
|
Updated
for V21.0 |
|
Joint
modelling for a 3-span bridge with a drop-in span
|
3D,
Deck, Pier, Bearings, Joints
|
Updated
for V21.0 |
|
Defining p-y Curves
for a Piled Integral Bridge
|
3D,
Integral Bridge, Deck, Wing Walls, Piles, PY Curves,
Joints
|
Updated
for V21.0 |
|
Wood-Armer Bridge Slab Assessment
|
2D, Simple Slab, Skew Angle, Wood Armer Reinforcement, Wood Armer Assessment, Safety Factors, Self Weight, General Loading, Knife Edge Loading, General Patch Loading, Combination, Contour Plotting, Display Peak Values.
|
As
supplied for V20.0* |
|
Grillage Load Optimisation
|
2D, Inplane, Grillage, Vehicle Load optimisation, Load visualisation, Influence surface, Basic Load Combination, Smart Load Combination, Envelope.
|
Updated
for V21.0
|
|
Bridge Slab Traffic Load
Optimisation (Reciprocal Method)
|
2D, Plate, Slab, Modelling, Eurocode, Element Axes,
Reciprocal Method, Influence Surface, LUSAS TLO, Vehicle Load Optimisation, Load Combination, Bending Moments, Reactions, Transformed Results, Peak Values.
|
Updated
for V21.0 |
|
Bridge Slab Traffic Load
Optimisation (DMI Envelope Method)
|
2D, Plate, Slab, Modelling, Eurocode, Element Axes,
Direct Method, DMI, Influence Surface, LUSAS TLO, Vehicle Load Optimisation, Load Combination, Bending Moments, Reactions, Transformed Results, Peak Values.
|
New
for V21.0 |
|
|
|
|
|
Vehicle Load Optimisation of a Box Beam Bridge
|
3D, Beam, Bridge, Concrete, Box Girder, Direct Method Influence, Vehicle Load Optimisation.
|
Updated
for V21.0 |
|
Railway Load Optimisation
|
3D, Beam,
Track Definition, Track layout, Direct Method Influence,
Railway Load Optimisation, Onerous Loading Patterns.
|
Updated
for V21.0 |
|
Add a User Vehicle to
the VLO facility
|
Vehicle load
optimisation, User vehicle, BD36/11, SV-TT
|
As
supplied for V20.0 |
|
Bridge Design Load
Combinations
|
2D, Plate, Slab, Vehicle Load Optimisation (VLO), Design Combinations, EN 1990 Bridges, Positive Effects, Negative Effects.
|
Updated
for V21.0 |
|
Section Slicing of a 3D Shell Structure
|
3D, Shell, Force, Bending Moments, Forces, Section, Slicing, Effective Width, Shells.
|
As
supplied for V20.0 |
|
Steel
Composite Bridge Wizard
|
3D,
Steel, Concrete, Composite, Bridge, Structural, AASHTO
8th Edition, Design Attribute, Beam/Shell Slicing.
|
Updated
for V21.0 |
| Steel
Composite Bridge
|
The
Steel Composite Bridge Wizard provides example data to
create an illustrative 3-span steel/composite bridge in
3D.
To access the
example:
Run LUSAS Modeller and
select Bridge > Steel Composite Bridge Wizard >
Example Bridge. Once the data has been defined, select
Bridge > Steel Composite Bridge Wizard > Generate
Defined Bridge.
No additional files need to be downloaded.
|
Available
for V21 |
|
Staged
Construction Modelling of a 3-Span Bridge Deck
|
3D,
Steel, Concrete, Composite, Bridge, Structural, AASHTO 8th,
Bridge Deck Grillage, VLO, Staged Construction, Load
Combinations, Branched Analysis.
|
Updated
for V21.0 |
|
Seismic
Response
of a 2D Frame (Frequency Domain)
|
2D, Inplane, Frame, Beam, End Releases, Fleshing, Natural Frequency, Eigenvalue, Spectral Response, Seismic, Axial Force, Shear Force, Bending Moment Diagrams, Participation Factors, Modal Dynamics, Interactive Modal Dynamics (IMD), Modal Response, Global Response, Graphing, Animation, Load Combination.
|
Updated
for V21.0 |
|
Seismic Response
of a 3D Frame (Frequency Domain)
|
3D, Frame, Seismic, Spectral, Response, Mass Participation, Interactive Modal Dynamics, Excitation, Eigenvalue, CQC Combination.
|
Updated
for V21.0 |
|
Buckling Analysis of a Plate Girder
|
3D, Shell, Plate Buckling, Linear Buckling, Eigenvalue Buckling, Deformed Mesh Plot, Printing Eigenvalues.
|
Updated
for V21.0 |
|
Nonlinear Analysis of a Concrete Beam
|
2D, Inplane, Plane Stress, Bar Elements, Nonlinear Concrete Model, Element Selection, Concrete Cracking, Steel Reinforcement, Groups, Crack Patterns, Animation, Graph, Load Displacement Curve, Slice Sections.
|
As
supplied for V20.0 |
|
Staged Construction of a Concrete Tower with Creep
|
3D, Birth, Death, Staged Construction, Activate, Deactivate, Long-Term, Creep, CEB-FIP Concrete Model, Age, Casting, Reference Path
|
As
supplied for V20.0* |
|
3-Span Concrete Box Beam Bridge of Varying Section
|
3D, Bridge, Beam, Span, Concrete, Multiple Varying Sections, Box
|
As
supplied for V20.0 |
|
Balanced
Cantilever Construction of a Segmental Post Tensioned Bridge
|
3D, Beam,
Staged Construction, Construction Table, Age, Time
Management, Prestress Loading, Tendon Profile, Tendon
Properties, Tendon Loading, Post Tensioned.
|
As
supplied for V20.0 |
| Free
Cantilever Method Bridge
|
The
Free Cantilever Method Wizard provides example data to
create an illustrative 3-span beam model of a box girder
as constructed by the "Free Cantilever
Method".
It models the entire
construction sequence in order for a step-by-step
nonlinear analysis, incorporating concrete creep and
shrinkage materials (and age attributes), and tendon
loading including time-dependent losses to be carried
out.
No additional files need to be downloaded.
|
Available
for V21 |
|
Linear Cable Tuning Analysis of a Pedestrian Bridge
|
3D, Beam, Bar, Cable tuning analysis, Target values, Targets, Exact solution, Linear.
|
Updated
for V21.0 |
|
3D Nonlinear Static Analysis of a Cable Stayed Mast
|
3D, Thick Nonlinear Beam, Nonlinear Control, Geometric Nonlinear Analysis, Axial Force Diagram, Shear Force, Bending Moment Diagram.
|
As
supplied for V20.0 |
|
Staged Construction of a Concrete
Dam (Thermal / Structural)
|
3D, Dam, Concrete, Coupled, Thermal,
Staged Construction, Activate, Deactivate, Heat of hydration, Semi-coupled
analysis.
|
As
supplied for V20.0 |
|
Staged Construction of a Concrete Dam (Hygro-Thermal)
|
3D, Dam,
Half-model, Concrete, Coupled, Hygro-Thermal, Staged Construction,
Activate, Deactivate, Heat of hydration, Semi-coupled
analysis, Crack widths.
|
Not
yet available for V21 |
*
Model and results images included in this example were captured in
an earlier version and may differ in appearance from those seen and
obtained from this version.
Back to top
Example
for the Masonry Bridge Wizard option
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
| Masonry
Bridge
|
The Masonry Bridge Wizard
provides example data
to create an illustrative 3-span masonry arch bridge
that can be modelled in 2D or 3D suitable for linear or
nonlinear analysis.
A licence key that supports
this facility is required for its use. No additional files need to be
downloaded.
To access the
example:
Run LUSAS Modeller and
select Bridge > Masonry Bridge Wizard, then press the
'Example data' button to create an illustrative
model.
|
Available
for V21 |
Back to top
Example
for the RC Frame Design software option
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
RC
Frame Design to EN 1992-2
|
3D,
Frame, Concrete, Steel Reinforcement, Design code
checks, Eurocode 2, EN 1992-2, Design Member, Design
Attribute, Load Combinations, Enveloping, Member Utilisation
Ratio, Reporting |
Updated
for V21.0
|
Back to top
Example
for the Steel Frame Design software option
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Steel Frame
Design to EN 1993-1-1
|
3D, Frame, Structural Steel, Design code checks, Eurocode 3, EN 1993-1-1, Design Member, Design Attribute, Load Combinations, Enveloping, Error Codes, Member Utilisation Ratio, Member Report, Reporting. |
Updated
for V21.0
|
Back to top
Examples
for the Composite Deck Design software option
For LUSAS Composite Deck Designer
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Composite
Bridge Deck Design
|
3D, Steel,
Concrete, Composite, Bridge, Structural, Design code checks,
AASHTO 8th, Bridge Deck Grillage, Design Member, Design
Attribute, VLO, Staged Construction, Load Combinations,
Branched Analysis, Member Utilisation Ratio, Member Report,
Reporting, Steel Composite Bridge Wizard |
As
supplied for V20.0* |
* Model and results images included
in this example were captured in an earlier version and may differ
in appearance from those seen and obtained from this version.
For PontiEC4 Composite Deck Designer
These worked examples, for use with PontiEC4,
are provided as part of its installation.
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Composite Bridge Deck to Eurocodes
|
3D, Steel, Composite, Deck, Designer, EC4, Design, Checking, Import, Export, ULS, SLS, Graphing, Detailed design. |
As
supplied for V19.1 ** |
|
Composite Highway Bridge
|
3D, Steel, Composite, Deck, Designer, EC4, Design, Checking, Import, Export, ULS, SLS, Graphing, Detailed design. |
As
supplied for V19.1 ** |
Note that these examples are also provided
with a PontiEC4 installation.
** Example may show model plots and
results which differ slightly from those seen and obtained from
the latest version.
Back to top
Examples for
the IMD Plus software option
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Seismic Response of a 2D Frame
(Time Domain)
|
2D, Frame, Seismic, Time Domain, Response, Mass Participation, Interactive Modal Dynamics, IMD, Excitation, Eigenvalue, Secondary Response Spectra.
|
As supplied for V20.0
|
|
Seismic Response of a 3D Frame
(Time Domain)
|
3D, Frame, Seismic, Time Domain, Response, Interactive Modal Dynamics, IMD, Excitation, Eigenvalue, Modal Combination.
|
As supplied for V20.0
|
|
Train Induced Vibration of a Bridge
|
3D, Moving Load, Time Domain, Response, Interactive, Modal, Dynamics, IMD, IMDPlus, Eigenvalue.
|
Not
yet available for V21 |
|
High Speed Train Modelling through Sprung Masses
|
2D, Inplane, Moving Mass, Time domain, Response, Interactive Modal Dynamics, IMD, IMDPlus, Eigenvalue.
|
Not
yet available for V21 |
Back to top
Examples
for the Rail Track Analysis software option
Back to top
Example
for the LNG Tank System software product
|
Worked Example
|
Keywords
|
Notes
|
| LNG
Tank
|
The LNG tank wizard
provides example data to build 2D or 3D models for a
variety of analysis purposes.
A licence key that
supports this facility is required for its use. No additional files need to be
downloaded.
To access the
example:
Run LUSAS Modeller and
select LNG Tank > Tank Definition. Once the data has
been defined, select the required tank model type to
build from the LNG Tank menu.
|
Available for
V21 |
Back to top
Examples for
LUSAS Composite software
|
Step-by-Step
Worked Example
|
Keywords
|
Notes
|
|
Linear
Analysis of a Composite Strip
|
2D, 3D, Composite,
Shell, Solid, Lay up. Interlamina Shear, Failure
Criteria, Tsai-Wu.
|
Updated
for V21.0 |
|
Damage
Analysis of a Composite Plate
|
Composite, Hashin,
Damage, Nonlinear.
|
As
supplied for V20.0* |
|
Mixed-Mode
Delamination
|
Delamination,
Composite, Shell, Nonlinear, Yield Symbol, Contour Plot,
Animation.
|
As
supplied for V20.0* |
*
Model and results images included in this example were captured in
an earlier version and may differ in appearance from those seen and
obtained from this version
Back to top
Examples
for the Geotechnical option
Step-by-step
examples
| Overview examples | Verification
examples
Step-by-step
examples
These provide detailed instructions
to model the application shown.
|
Step-by-step
Worked Example
|
Keywords
|
Notes
|
|
Slope Stability
Modelling
|
2D, Inplane, Soil,
Geotechnical, Phi-C reduction, (Geostatic) step,
Nonlinear, Analysis branch, Safety factors,
Displacements.
|
Updated
for V21 |
|
Embedded Retaining Wall
|
2D, Inplane, Retaining wall, Drained, Nonlinear, Excavation, Surface heave, Plane strain, Prop force, Bending Moment.
|
Updated
for V21 |
|
Dry Excavation
|
2D, Inplane,
Geotechnical, Excavation, Staged Construction, Two phase
elements, Activation, Deactivation, Interface elements,
Water pressure, Displacement, Calculation of bending
moment, axial and shear forces from 2D stresses.
|
New
for V21 |
|
|
|
Back to top |
Back to Geotechnical example choice
|
|
|
Overview
examples
These examples
provide a general overview of how to model the application shown,
and require prior knowledge of modelling with LUSAS.
|
|
|
Overview Example
|
Keywords
|
Notes
|
|
2D
Consolidation under a Strip Footing
|
Consolidation, Pore Water Pressure, Settlement,
|
New
for V21 |
|
Analysis of Tunnel Excavation
|
Tunnel,
Bolts, Lining, Construction Stages.
|
New
for V21 |
|
Bearing Capacity of a Shallow Foundation
|
Bearing
Capacity, Foundation, Displacement, Construction Stages,
Excavation.
|
New
for V21 |
|
Construction of an Arched Culvert
|
2D
continuum elements, manually assigned interface
elements, activation of elements, compaction, change of
friction.
|
New
for V21 |
|
Construction of Oroville Dam
|
Plane
Strain, Duncan-Chang, activation, deactivation.
|
New
for V21 |
|
Construction of Shallow Waste Disposal
|
Two
phase elements, activation, deactivation,
drained/undrained, change of material properties,
phreatic surface, restart, graph through 2D.
|
New
for V21 |
|
Deep Excavation in Berlin Sand
|
Two
phase elements, activation, deactivation, interface
elements, excavation, anchor, prestressed force, water
table.
|
New
for V21 |
|
Drawdown of Reservoir
|
Pore
Water Pressure, phi-c analysis, drained, undrained.
|
New
for V21 |
|
Excavation of NATM Tunnel
|
2D
continuum elements, manually assigned interface
elements, displacement reset, interface material
properties, Hoek-Brown material model,
activation/deactivation of elements.
|
New
for V21 |
|
Influence of Rainfall on Slope Stability
|
Rainfall, Slope Stability, piecewise linear definition
of draining/filling curve.
|
New
for V21 |
|
Modelling of 3D Excavation
|
3D
Modelling, Displacement, Diaphragm Wall, Struts, Walers.
|
New
for V21 |
|
Modelling of Moving Load on Embankment
|
Moving
Load, Settlement.
|
New
for V21 |
|
Modelling of Wick Drains
|
Wick
Drains, Pore Pressure, Nonlinear Transient, Settlement,
Two Phase Materials, Undrained loading, Automatic time
stepping.
|
New
for V21 |
|
Pile Load Test
|
Pile,
Interface, 3D Modelling, Load Curve, Construction
Stages, Loading, Unloading.
|
New
for V21 |
|
Seepage through Dam
|
Seepage, Pore Pressure, Two Phase Material.
|
New
for V21 |
|
Simple slope with water table
|
2D,
Plane Strain, Modified Mohr-Coulomb, phi-c, Phreatic
Surface
|
New
for V21 |
|
Soil Nail Support of Excavation
|
Activation/deactivation, phi-c nalysis
|
New
for V21 |
|
Stability Analysis for Reinforced Slope
|
Slope
Stability, Nails, Phi-c Reduction
|
New
for V21 |
|
Stability of Embankment Constructed on Clayey Soil
Treated with Sand Columns
|
Consolidation, Sand Columns, Settlement.
|
New
for V21 |
|
Submerged Excavation
|
Two
phase elements, Activation, Deactivation, Interface
elements, Calculation of bending moment and axial and
shear forces from 2D stresses.
|
New
for V21 |
|
Tunnel Shaft
|
Two
Phase Elements, Interface Elements, Excavation, Pore
Pressure, Structural Elements, Drained, Undrained.
|
New
for V21 |
|
|
| Back to top
| Back to Geotechnical example choice
|
|
|
Verification
examples
These provide a comparison of
results with those from published solutions and other software
applications.
Download a zip file of all files associated with the
geotechnical verification examples
| EnglishUS |
ChinesePRC |
(Zip
file was updated 17 January 2024 - Two missing models were included. |
(Zip
file not yet available) |
|
|
|
|
Verification
Example
|
Keywords
|
Notes
|
|
Bearing Capacity of Undrained Footing on Clayey Soil
|
2D,
Plane Strain, Arclength, Bearing
Capacity.
|
New
for V21 |
|
Bearing Capacity of Foundation on a Slope
|
2D,
Plane Strain, Arclength.
|
New
for V21 |
|
Behaviour of Sand using Duncan-Chang Model
|
Axisymmetric, Duncan-Chang Model, Load Curve.
|
New
for V21 |
|
Buried Pipeline with
Soil-pipeline Interface Modelled in 2D and 3D
|
Mohr-Coulomb Friction interface
|
New
for V21 |
|
Bearing Capacity of
Layered Soil
|
Axisymmetric,
Modified
Mohr-Coulomb model, Arclength.
|
New
for V21 |
|
1D Consolidation
|
2D,
Plane Strain Two Phase, Fully Saturated, Linear Elastic
Model, Consolidation, Pore Pressure, Water Pressure
Distribution, Automatic Time Stepping and Termination,
open and drainage boundary conditions.
|
New
for V21 |
|
Muskat Problem
|
2D/3D
continuum elements, Two-phase, Phreatic surface, Seepage
boundary conditions, Partially saturated.
|
New
for V21 |
|
Non-homogeneous Slope
Stability
|
2D,
Plane Strain, Mohr-Coulomb, phi-c.
|
New
for V21 |
|
Plane Strain Limit
Load Analysis of Granular Material
|
Elasto-Plastic, Drucker-Prager, Modified
Mohr-Coulomb
|
New
for V21 |
|
Shear Stress Along Rock Bolt
|
2D Axisymmetric,
Interface stiffness, Shear Stress.
|
New
for V21 |
|
Simple Slope Stability
|
2D,
Strain Plane, Phi-C reduction, Safety factor.
|
New
for V21 |
|
Slope Failure with a Thin Weak Layer
|
2D,
Strain Plane, Phi-C reduction, Safety factor.
|
New
for V21 |
|
Strip Footing on
Surface of Purely Cohesive Material
|
2D,
Plane Strain, Modified Mohr-Coulomb model, Arclength
|
New
for V21 |
|
Trapezoidal Earth Dam with Drainage Toe
|
2D/3D
continuum elements, Two-phase, Phreatic surface, Seepage
Boundary conditions, Partially saturated, Flow
calculation.
|
New
for V21 |
|
TunnelStability in Cohesive Soil
|
2D,
Plane Strain, Phi-c reduction, Settlement
|
New
for V21 |
|
Unconfined Flow through Embankment
|
2D,
Plane Strain Two Phase, Pore Pressure, Water Pressure
Distribution
|
New
for V21 |
|
Uniaxial Compressive
Strength of Jointed Rock
|
2D,
Plane Strain, Interface, Arclength.
|
New
for V21 |
Back to top
| Back to Geotechnical example choice
|
