Code underlying the publication: Modelling ballast via a non-linear lattice to assess its compaction behaviour at railway transition zones
DOI:10.4121/384a2e3b-7870-4a33-8d54-3d4454453742.v1
The DOI displayed above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future.
For a link that will always point to the latest version, please use
DOI: 10.4121/384a2e3b-7870-4a33-8d54-3d4454453742
DOI: 10.4121/384a2e3b-7870-4a33-8d54-3d4454453742
Datacite citation style
de Oliveira Barbosa, Joao; Faragau, Andrei; van Dalen, Karel; Steenbergen, Michael (2025): Code underlying the publication: Modelling ballast via a non-linear lattice to assess its compaction behaviour at railway transition zones. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/384a2e3b-7870-4a33-8d54-3d4454453742.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset
Source codes for the corresponding paper. The attached Matlab and Maple files are used for obtaining the results in the paper, but also demonstrate the derivations.
History
- 2025-05-26 first online, published, posted
Publisher
4TU.ResearchDataFormat
scrypt/.m; readme/.docxAssociated peer-reviewed publication
Modelling ballast via a non-linear lattice to assess its compaction behaviour at railway transition zonesFunding
- Rapid degradation of railway tracks on soft soils explained and mitigated: multi-scale dynamics modelling, a novel approach (grant code 15968) NWO - Open Technologieprogramma
Organizations
TU Delft, Faculty of Civil Engineering and Geosciences, Department of Engineering Structures, Dynamics of StructuresDATA
Files (32)
- 14,230 bytesMD5:
3407bf2d11739c742e381ed06f5f644bReadme.docx - 2,791 bytesMD5:
48d7bf0281361fb0c21bf8b40f18b09aCalculateForcesAndMatrices.m - 3,582 bytesMD5:
43d091bddf3c0765b5aa34ff5861c232CalculateSpringForce.m - 5,153 bytesMD5:
8f69ffcf37f4911f00c200464cd77b90CreateLattice.m - 5,833 bytesMD5:
7e4ede869f77d933743532e3b29439beCreateSpring.m - 2,349 bytesMD5:
dade3a1eeb84f693b825f75c0ebf2a64FillBox.m - 589 bytesMD5:
415f7bc071a36771d8947317d70d6ea4FindStiffnesses.m - 66,071 bytesMD5:
179262da9db6a99a2fe0be1ff93f202cFriction_0p5_0p0_Try1.txt - 66,039 bytesMD5:
12c471825a81e2304183972e77910986Friction_0p5_0p0_Try2.txt - 66,103 bytesMD5:
295ddbf839608486924d19ceae78d63eFriction_0p5_0p0_Try3.txt - 64,125 bytesMD5:
35ea5b2d38cc25af4cd1e257ec16fa9dFriction_0p5_0p5_Try1.txt - 64,044 bytesMD5:
e2d90f333c23dfbba412cfb45689386aFriction_0p5_0p5_Try2.txt - 64,077 bytesMD5:
fcbeb2519c42a1356f8ba48e61c348c1Friction_0p5_0p5_Try3.txt - 64,129 bytesMD5:
b21f2ca662bf733b90ed134a88e8f0cbFriction_0p5_50p0_Try1.txt - 64,162 bytesMD5:
56a2b8825ced148b9c8a6d20ffc97c72Friction_0p5_50p0_Try2.txt - 64,128 bytesMD5:
411a705a19ae8bde8bfe29e16c828b9dFriction_0p5_50p0_Try3.txt - 64,120 bytesMD5:
64df0aa45e8c5641ba14f004a73efe81Friction_0p5_5p0_Try1.txt - 64,102 bytesMD5:
fd4500a305adeab634853811cb554cabFriction_0p5_5p0_Try2.txt - 64,089 bytesMD5:
68c4d1696fa470a20831083e734d62ceFriction_0p5_5p0_Try3.txt - 6,578 bytesMD5:
a590f74e19283e255ed023f5fe3d7effGetParticles.m - 6,412 bytesMD5:
f213bc2664f1c4c3f4e2d2b885ca74b4main_BiAxialTest.m - 4,440 bytesMD5:
e801804f1db41d1751a5beb6b82fcfb0main_BoxTest.m - 7,293 bytesMD5:
f68c2b3712b737a63dfa22f845b9791dmain_BoxTest_QuasiStatic.m - 11,771 bytesMD5:
a62b358ba2e48401a4e2178c17c02f64main_ShearTest.m - 47,913 bytesMD5:
be9c3ed6e3be8445a88fbe3db22ec9c2MultipleForces.fig - 13,317 bytesMD5:
56b85563923334ea4e5ea8ac1ca14e15MultipleMasses_ForceStepping.m - 3,734 bytesMD5:
bde94db91455aba66e750c7b32cea21bPlotDataFile.m - 821 bytesMD5:
f6449165318260ee24a43bca91e396aeReadInputFile.m - 7,773 bytesMD5:
3de8cb619223571ee2765eaf1324339bTestBiAxialImplicit.m - 8,526 bytesMD5:
9e020dc90a505edbea4bd1907b672ac1TestBoxImplicit.m - 3,889 bytesMD5:
5808fc5829106c1310841afb9608961dTestBoxQuasiStatic.m - 3,813 bytesMD5:
54c3a6d8e8aafcd5dc32060867cc94d4TestShearQuasiStatic.m -
download all files (zip)
935,996 bytes unzipped





