<div class="csl-bib-body">
<div class="csl-entry">Paulmichl, I., Adam, C., Adam, D., & Völkel, W. (2020). Assessment of a compaction indicator for oscillation rollers with a lumped parameter model. <i>Proceedings of the ICE - Geotechnical Engineering</i>, <i>173</i>(4), 302–318. https://doi.org/10.1680/jgeen.19.00204</div>
</div>
-
dc.identifier.issn
1353-2618
-
dc.identifier.uri
http://hdl.handle.net/20.500.12708/140514
-
dc.description.abstract
The stick-slip motion of the drum of four different oscillation rollers during near-surface compaction of non-cohesive soils was studied based on a lumped parameter model of the interacting oscillation roller-subsoil system. The aim of the study was to assess a novel compaction indicator for continuous compaction control with oscillation rollers, which was empirically found on the basis of field tests with a specific roller. In a comprehensive sensitivity study, the excitation frequency, the coefficient of friction at the contact between the drum and subsoil and the properties of the suspension between drum and frame were varied in order to demonstrate their impact on the drum response and thus on the compaction indicator. The results of this study essentially confirm the compaction indicator for the considered oscillation rollers for a wide range of soil stiffness. The found application limits of this value are clearly influenced by the device parameters and the operating oscillation frequency.
en
dc.language.iso
en
-
dc.publisher
ICE PUBLISHING
-
dc.relation.ispartof
Proceedings of the ICE - Geotechnical Engineering
-
dc.subject
mathematical modelling
-
dc.subject
dynamics
-
dc.subject
Geotechnical Engineering and Engineering Geology
-
dc.subject
Earth and Planetary Sciences (miscellaneous)
-
dc.subject
models (physical)
-
dc.title
Assessment of a compaction indicator for oscillation rollers with a lumped parameter model
en
dc.type
Artikel
de
dc.type
Article
en
dc.description.startpage
302
-
dc.description.endpage
318
-
dc.type.category
Original Research Article
-
tuw.container.volume
173
-
tuw.container.issue
4
-
tuw.journal.peerreviewed
true
-
tuw.peerreviewed
true
-
wb.publication.intCoWork
International Co-publication
-
tuw.researchTopic.id
C6
-
tuw.researchTopic.name
Modelling and Simulation
-
tuw.researchTopic.value
100
-
dcterms.isPartOf.title
Proceedings of the ICE - Geotechnical Engineering
-
tuw.publication.orgunit
E208-01 - Forschungsbereich Strukturdynamik und Risikobewertung von Tragwerken
-
tuw.publication.orgunit
E220-02 - Forschungsbereich Grundbau, Boden- und Felsmechanik
-
tuw.publisher.doi
10.1680/jgeen.19.00204
-
dc.identifier.eissn
1751-8563
-
dc.description.numberOfPages
17
-
tuw.author.orcid
0000-0002-3805-5862
-
tuw.author.orcid
0000-0001-9408-6439
-
wb.sci
true
-
wb.sciencebranch
Bauingenieurwesen
-
wb.sciencebranch
Ingenieurgeologie, Geotechnik
-
wb.sciencebranch.oefos
2011
-
wb.sciencebranch.oefos
2072
-
wb.facultyfocus
Modellbildung
de
wb.facultyfocus
Modelling
en
wb.facultyfocus.faculty
E200
-
item.languageiso639-1
en
-
item.fulltext
no Fulltext
-
item.openairetype
research article
-
item.cerifentitytype
Publications
-
item.openairecristype
http://purl.org/coar/resource_type/c_2df8fbb1
-
item.grantfulltext
none
-
crisitem.author.dept
E220 - Institut für Geotechnik
-
crisitem.author.dept
E212-03 - Forschungsbereich Baumechanik und Baudynamik