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REINFORCEMENT OF A QUAY IN THE PORT OF LE HAVRE WITH RIGID INCLUSIONS
As part of the reinforcement work of the Joannes Couvert quay in the Port of
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SOFTWARE PRODUCTS
PAVEMENT-DESIGN PACKAGE (PFC3D 5)
1. Home
2. Software
3. Pavement-Design Package in PFC
4. Pavement-Design Package (PFC3D 5)
PFC
* PFC
* Why Choose PFC ?
* Distinct Element Method in PFC
* PFC System Requirements
* New in PFC 7.0
* Contact Models
* Rigid Blocks and Clumps
* Particle Inlets
* Multi-Threaded FISH
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* Material-Modeling Support Publications
* Material-modeling Support Download Files
* Pavement-Design Package in PFC
* Pavement-Design Package (PFC3D 5)
The pavement-design package (Potyondy, 2019) for the Particle Flow Code in 3
Dimensions (PFC3D) supports creation and triaxial testing of a synthetic
unsaturated granular material containing geogrid.* The geogrid provides lateral
restraint to the granular material as a result of interlocking and friction
between the geogrid and the granular material, and this is believed to be the
primary structural benefit of adding geogrid to the aggregate base layer of a
pavement structure. The package can be used to study and quantify the effect of
microstructural properties on macroscopic response, which includes the
stress-strain curves produced during triaxial tests. The microstructural
properties of the granular material include: grain size distribution of
spherical or clumped grains, grain material type, moisture content and initial
specimen porosity. The microstructural properties of the geogrid include:
geometry, structural stiffness and grid-grain interface behavior. The package is
being used to improve pavement-design methodology in Minnesota by estimating
geogrid gain factors (defined as the ratio of resilient modulus of the aggregate
base with geogrid to resilient modulus of the aggregate base without geogrid)
for typical geogrid-reinforced aggregate roadway configurations in which the
grain-size distribution, initial specimen porosity, moisture content and
confining stress are varied (Potyondy et al., 2016; Siekmeier et al., 2016;
Siekmeier and Casanova, 2016). The package could be extended to investigate the
behavior of other aggregate-geogrid systems such as a geogrid pull-out or
wheel-load test.
* [The pavement-design package is provided in the form of a consistent set of
FISH functions that operate within PFC3D version 5.0. FISH is a programming
language embedded within PFC3D. The PFC3D code can be obtained HERE, and the
pavement-design package is provided below.
REFERENCES
Potyondy, D. (2019) "Pavement-Design Package for PFC3D [pdPkg15]," Itasca
Consulting Group, Inc., Technical Memorandum ICG16-8528-15TM (April 1, 2019),
Minneapolis, Minnesota. DOWNLOAD LINK
The additional references cited above are defined in the references section of
the pavement-design package memo, and the documents themselves are provided in
the pdPkgN/Documentation directory.
FILES:
pdPkg15 (ZIP, 209 MB)
PavementDesignPkg[pdPkg15].pdf (24 MB)
pdPkg Release fistPkg Release PFC3D RELEASE Date / Description 15 26 5.00.39
04/08/19
Complete final pdPkg for PFC3D version 5. This package will be ported to operate
with PFC3D version 6. Add magazine article
(Siekmeier&Bittmann(2019)-MN_UseOfGrid.pdf) to Documentation directory. This
article describes the work that has been recognized by the University of
Minnesota Center for Transportation Studies 2018 Research Partnership Award to
Geogrid Reinforced Aggregate Base Pavement Design.
Add report (Siekmeier(2018)-GeogridAggBase.pdf) to Documentation directory. This
report utilizes the pavement-design package to provide a performance
specification consisting of DCP and LWD target values for geogrid reinforced
aggregate base.
14 25 5.00.35
6/22/2018
Provide report (PFC_PavementDesign-Phase2.pdf) and associated documents in
Documentation directory. This report summarizes the work for the MnDOT project
"Geogrid Specification for Aggregate Base Reinforcement." The pdPkg14 is the
deliverable of the project.
13 25 5.00.32
3/10/2018
The package has been provided to John Siekmeier of MnDOT as a deliverable for
the project "Geogrid Specification for Aggregate Base Reinforcement." The work
is summarized as follows, with documentation listed in square brackets after
each item --- see REFERENCES section below for abbreviations.
1. Extend the geogrid representation to allow different geogrid types to be
modeled. Create beam contact model, and verify that a string of spherical
balls joined by beamed contacts provides the behavior of a structural beam
of rectangular cross section with properties of Young's modulus and
Poisson's ratio. Enhance geogrid representation via beamed grids, add
ability to create triaxial beamed grids, and determine grid properties to
match Tensar SS20 Single Rib Tensile (SRT) and Aperture Stability Modulus
(ASM) grid tests. [pdPkg & BCM]
2. Add Multiple Aperture Tensile (MAT) grid test. [pdPkg]
3. Enhance hill material to include general grain shapes via clumped grains.
[fistPkg, example of use in MV]
4. Add typical roadway model, used to map out the modulus-porosity-grid-grain
shape relationship. [MV]
5. Add Dynamic Cone Penetrometer (DCP) and Light Weight Deflectometer (LWD)
probes. [MV]
6. Did not investigate ideas to improve material genesis. Did not investigate
behavior during large-strain triaxial tests; however, PFC3D modeling of
railway ballast by Mahmud (2017) suggests that matching the triaxial shear
strength (maximum deviator stress that can be sustained by the material)
requires polyhedral grains, because clumps are not sufficiently angular. It
is not yet known if resilient modulus can be matched by clumps or polyhedral
grains.
REFERENCE
Mahmud, S.M.N. (2017) "Effect of Particle Size Distribution and Packing
Characteristics on Railroad Ballast Shear Strength: A Numerical Study Using the
Discrete Element Method," M.S. Thesis, Boise State University [advisor: Deb
Mishra].
REFERENCES (in Documentation directory)
[fistPkg] Potyondy, D. (2017) “Material-Modeling Support in PFC [fistPkg25],”
Itasca Consulting Group, Inc., Technical Memorandum ICG7766-L (March 16, 2017),
Minneapolis, MN.
[pdPkg] Potyondy, D. (2018) “Pavement-Design Package for PFC3D [pdPkg13],”
Itasca Consulting Group, Inc., Technical Memorandum ICG16-8528-15TM (March 9,
2018), Minneapolis, MN.
[BCM] Potyondy, D. (2018) “Beam Contact Model [version 1],” Itasca Consulting
Group, Inc., Technical Memorandum 2-3558-01:17TM07 (March 9, 2018), Minneapolis,
MN.
[MV] Potyondy, D. (2018a) "Model-Validation Tests," Itasca Consulting Group,
Inc., Technical Memorandum 2-3558-01:17TM52 (March 9, 2018), Minneapolis, MN.
MODIFICATIONS
1. Add memo ModelValidationTests.
2. Add typical roadway model (see ModelValidationTests).
3. Fix minor typoes in pdPkgMemo.
4. Move grid tests to ExampleProjects\GridTests.
5. Add Multiple Aperture Tensile (MAT) test to \GridTests.
6. Rename grid-set parameters (grid-grain => grid-surface):
* gd_ggemod => gd_gsemod
* gd_ggkrat => gd_gskrat
* gd_ggfric => gd_gsfric
7. Add capability to perform resilient-modulus tests, and to perform DCP and
LWD probes to ExampleProjects\MG-HillGrid.
8. Provide additional Documentation items (see pdPkg-Documentation.pdf in
Documentation directory).
12 25 5.00.30
4/10/2017
MODIFICATIONS
1. Create PFC3D beam contact model (see Potyondy [2017a] for model description
and verification problem). The beam contact model matches the response
(within 3%) of a tip-loaded cantilever beam subjected to axial, flexural and
twisting deformations. The model is provided as a DLL that must be installed
when installing the pdPkg.
2. Enhance grid generation to provide biaxial and triaxial beamed grids in
addition to existing biaxial parallel-bonded grids. The biaxial beamed grid
has been calibrated to match SRT and ASM tests on Tensar SS20 geogrid. The
triaxial beamed grid has been calibrated to match SRT and ASM tests on
Tensar TX160 geogrid. The grids are symmetric --- i.e., there is no
differentiation between TD and LD directions.
3. Demonstrate that there are two offset curves of resilient modulus versus
porosity for grid and no-grid models, with the grid curve lying above the
no-grid curve. The effect of the grid on material stiffness is found by
comparing the resilient moduli for the grid and no-grid cases at the same
material porosity. This behavior is described at the end of the realistic
pavement design example (see Figure 41).
4. Use updated PFC3D executable (5.00.30) and fistPkg25.
5. Clumped grains can be generated for both no-grid and grid models. For the
no-grid case (in file MatGen.p3dvr), replace the call to mpParams-AG.p3dat,
with a call to mpParams-AG_clumped.p3dat. For the grid case (in file
MatGenGrid.p3dvr), replace the call to mpParams-AG_grid.p3dat, with a call
to mpParams-AG_grid_clumped.p3dat.
REFERENCES
Potyondy, D. (2017a) "Beam Contact Model [version 1]," Itasca Consulting Group,
Inc., Minneapolis, MN, Technical Memorandum 2-3558-01:17TM07 (April 6, 2017).
Potyondy, D. (2017b) "Pavement-Design Package for PFC3D [pdPkg12]," Itasca
Consulting Group, Inc., Minneapolis, MN, Technical Memorandum ICG16-8528-15TM
(April 6, 2017).
11 24 5.00.27
10/17/2016
MODIFICATIONS
1. Pavement-Design Package [pdPkg10] made available to general public by
posting to Itasca web page {www.itascacg.com/pavement-design-package} on
Sep09_2016.
2. Added citation of, and inclusion of, MnDOT pdPkg report
{Siekmeier&Casanova(2016)-pdPkg.pdf}. Also add the technical summary of this
report {MnDOT_TS(2016)-GeogridsIncrBaseStiff.pdf}.
3. Fix bug that occurred when adding a grid to a cylindrical or spherical
vessel. The bug caused the code to stop execution with an error message
after generating the grains.
4. Use updated PFC3D executable (5.00.27), and updated fistPkg (24).
10 23 5.00.24
06/23/2016
MODIFICATIONS
1. Use updated fistPkg (23).
2. Rename master project directories to remove the "my" designators.
3. Complete the realistic example in the pdPkg memo.
The first column of this table lists the Pavement-Design Package revision
number; the second and third columns list the PFC 5.0 FISHTank and PFC3D 5.0
release, respectively, against which the Pavement-Design Package has been
tested; and the fourth column describes the Pavement-Design Package revision.
Note that each revision of the Pavement-Design Package is expected to operate
with a PFC 5.0 FISHTank and PFC3D 5.0 release that is current or newer than that
listed. Since newer revisions of the Pavement-Design Package may use features
available only in newer revisions of the supporting software, they may not be
compatible with older revisions of the supporting software.
Order PFC
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THIS WEBSITE USES COOKIES
This website uses cookies to ensure you get the best experience on our website.
This policy applies to the site www.itasca.com.au (hereinafter the "Site").
(1) WEBSITE COOKIES UTILIZED BY ITASCA AUSTRALIA
A cookie is a small text file in alphanumeric format deposited on the hard disk
of the user by the server of the Site visited or by a third party server
(advertising network, web analytics service, etc.). When you log on to our Site,
we may install various cookies on your device. The cookies we issue are:
* cookies necessary for your navigation;
* cookies allowing statistics to be made;
* cookies analyzing your browsing.
In accordance with the regulations, cookies are kept for 13 months.
(2) COOKIES ISSUED DUE TO THIRD-PARTY APPLICATIONS INTEGRATED ON OUR SITE
By browsing our site, you can click on the "social networks" buttons to consult
our LinkedIn profile and our YouTube page. By clicking on the icon corresponding
to the social network, the latter is likely to identify you. If you are
connected to the social network during your navigation on our Site, the sharing
buttons allow you to link the contents consulted to your user account. Google,
through Google Analytics, places cookies and tracks the site's audience. We can
not control the process used by third-party applications to collect information
about your browsing on our Site. We invite you to consult their policy of
protection of personal data to know their purpose of use and the navigation
information they can collect.
(3) THE MANAGEMENT OF COOKIES
When you visit our Site for the first time, a cookies banner will appear
indicating the purposes of the cookies. Please note that further navigation on
the Site is equivalent to giving your consent to the use of cookies by ITASCA
AUSTRALIA. You can choose at any time to adapt the management of cookies
according to your preferences, disable them or express a different choice via
the means described below. If you refuse the use of cookies, you may no longer
have access to a number of features necessary to navigate certain areas of our
Site.
For the management of cookies and your choices, each browser offers a different
configuration.
For Chrome:
1. In the upper right corner, click on "More" then "Settings".
2. At the bottom, click on "Advanced Settings".
3. In the "Privacy & Security" section, click "Content Settings".
4. Click on "Cookies".
5. Choose your preferences
For Internet Explorer 8:
1. Select the "Tools" button, then "Internet Options".
2. Select the "Privacy" tab, then in "Settings", move the cursor up to block
all cookies or down to allow all cookies, then click "OK".
For Internet Explorer 10 and 11:
1. Select the "Tools" button, then "Internet Options".
2. Select the "Privacy" tab, then in "Settings" select "Advanced". Choose
whether you want to allow, block, or be prompted to determine the
configuration of internal and third-party cookies.
For FireFox:
1. Click the "Menu" button and select "Options"
2. Select the "Privacy & Security" panel and go to the "History" section.
3. Make your choices in Cookies.
For Safari:
1. Choose Safari> Preferences, click Privacy
2. Select the option for "Cookies and Website Data"
For Opera:
1. Click "Preference", then "Advanced" and then "Cookies"
2. To manage cookies according to a particular site, click on "manage cookies"
3. If you want to accept or reject all cookies in the same domain, select
"Remember my choice for all cookies in this domain". The next time a cookie
is offered for this domain, the cookie dialog will not appear.
4. To change the cookie expiration at the end of a session, select "Force
delete when leaving Opera"
5. The cookie details are available under the heading "Cookie Details".
(4) YOUR RIGHTS
According to the GDPR, you have the right to access, rectify, oppose, delete and
limit information from cookies and other tracers. You also have the right to
withdraw your consent. For this, please contact itasca@itasca.com.au.
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