Please use this identifier to cite or link to this item: https://doi.org/10.34712/142.81-6
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dc.contributor.authorRamler-Kowollik, Marcel-
dc.date.accessioned2026-07-07T12:04:05Z-
dc.date.available2026-07-07T12:04:05Z-
dc.date.issued2026-04-24-
dc.identifier.citationTechnical Infrastructure Management : Insights Vol. IIen_US
dc.identifier.isbn978-3-947972-92-0en_US
dc.identifier.urihttps://repos.hcu-hamburg.de/handle/hcu/1257-
dc.description.abstractSolid-rich suspensions play a crucial role in many areas of civil engineering, including fresh concrete, controlled low-strength materials, fluidized backfill materials, and bentonite support suspensions used in geotechnical applications. Due to the interaction between granular particles and the surrounding fluid phase, these materials exhibit complex rheological behavior that cannot be fully described by classical generalized Newtonian fluid models. In particular, structural changes within the granular network during deformation often lead to deviations between experimentally observed flow behavior and numerical predictions. This contribution presents a conceptual framework for describing such materials using an internal structure model. The approach introduces two phenomenological parameters: the angle of internal structure, representing the preferred orientation of contact networks and momentum transfer within the material, and a cohesive potential, describing the intrinsic ability of the granular-fluid system to maintain structural integrity. These parameters are interpreted as state variables that evolve with deformation and energy dissipation in the system. The model concept is motivated by observations from granular mechanics, rheological experiments, and structural analyses of particle networks. Experimental findings from oscillatory and rotational rheometry on solid-rich suspensions demonstrate how structural rearrangements influence energy dissipation and resistance to shear. The proposed framework aims to incorporate these structural effects into the description of momentum diffusion in the Navier–Stokes equation, thereby improving the representation of highly concentrated suspensions in analytical and numerical models. The presented concept provides a phenomenological bridge between classical continuum rheology and the evolving granular microstructure of solid-rich suspensions. Future work will focus on deriving explicit formulations for the modified momentum diffusion term and implementing the model in numerical simulations.en
dc.language.isoenen_US
dc.publisherHafenCity Universität Hamburgen_US
dc.subjectsolid-rich suspensionsen
dc.subjectcivil engineeringen
dc.subjectinternal structure modelen
dc.subjectstructural rearrangementsen
dc.subjectmomentum diffusionen
dc.subjectImpulsdiffusionde
dc.subject.ddc624: Ingenieurbau und Umwelttechniken_US
dc.titleDescription of solid-rich suspensions in the model of internal structureen
dc.typeinBooken_US
dc.identifier.doi10.34712/142.81-6en_US
dc.type.diniBookPart-
dc.subject.gndRheologieen_US
dc.subject.gndMikrostrukturen_US
dc.subject.gndDissipationen_US
dc.type.driverbookPart-
dc.type.casraiBook Chapter-
dcterms.DCMITypeText-
tuhh.identifier.urnurn:nbn:de:gbv:1373-repos-16499-
tuhh.oai.showtrueen_US
tuhh.publisher.doi10.34712/142.81-
tuhh.publication.instituteTechnisches Infrastrukturmanagementen_US
tuhh.type.opusInBuch (Kapitel / Teil einer Monographie)-
tuhh.container.startpage75en_US
tuhh.container.endpage87en_US
tuhh.relation.ispartofseriesnumber2en_US
tuhh.relation.ispartofseriesTechnical Infrastructure Management - Insightsen_US
tuhh.type.rdmfalse-
openaire.rightsinfo:eu-repo/semantics/openAccessen_US
local.contributorPerson.editorWeidlich, Ingo-
item.tuhhseriesidTechnical Infrastructure Management - Insights-
item.fulltextWith Fulltext-
item.creatorOrcidRamler-Kowollik, Marcel-
item.openairecristypehttp://purl.org/coar/resource_type/c_3248-
item.languageiso639-1en-
item.openairetypeinBook-
item.cerifentitytypePublications-
item.seriesrefTechnical Infrastructure Management - Insights;2-
item.creatorGNDRamler-Kowollik, Marcel-
item.grantfulltextopen-
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