FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2913623334> ?p ?o ?g. }

• W2913623334 endingPage "510" @default.
• W2913623334 startingPage "499" @default.
• W2913623334 abstract "Abstract The gradation and mechanical properties of aggregates impressively affect the load carrying capacity and rutting resistance of asphalt mixtures. They are able to provide some fundamental parameters that are linked to mixture performance. In order to accurately detect critical controlled sizes and obtain more fundamental parameters that can characterize load carrying capacity and rutting resistance of asphalt mixtures, this paper aims to develop a mechanics-based approach to evaluate aggregate gradation, which contains the theoretical packing analysis and discrete element simulation. An extended theoretical morphology framework is developed by checking the local and global interlock of graded aggregates in the theoretical packing analysis. The sieve size range of primary structure which has an interactive interlock can be determined in the local interlock check model. The relationship between the transferred force and the induced force is proposed in the densest and loosest packing arrangements, respectively. The morphological parameters of disruption factor and weighted average size for the global scale are also proposed in theoretical packing analysis. Then the discrete element method is used to validate the theoretical framework. The advanced gradation input algorithm procedure is established in the discrete element simulation to simulate the compression test of graded aggregates. The mechanical parameters of contact force, contact points and stress–strain curves are extracted from the simulation results. The results show that the discrete element method can validate the theoretical framework and output the performance related parameters. The contact force analysis shows that the aggregates retaining on sieve sizes of 2.36 and 4.75 mm provide more than 50% contribution to resist load, and the aggregates retaining on sieve sizes of 1.18, 0.6 and 0.3 mm provide more than 50% contribution to stabilize the structure. The coordination number analysis suggests that the gradation with more fine aggregates might lead to a greater number of voids but smaller air-void size when the asphalt content and porosity remain constant. The stress–strain curve analysis shows that the modulus and secondary strain are highly related to the rutting performance of an asphalt mixture." @default.
• W2913623334 created "2019-02-21" @default.
• W2913623334 creator A5026010288 @default.
• W2913623334 creator A5029960356 @default.
• W2913623334 creator A5061976705 @default.
• W2913623334 creator A5064748004 @default.
• W2913623334 creator A5080557474 @default.
• W2913623334 creator A5080577523 @default.
• W2913623334 date "2019-04-01" @default.
• W2913623334 modified "2023-10-16" @default.
• W2913623334 title "Mechanical evaluation of aggregate gradation to characterize load carrying capacity and rutting resistance of asphalt mixtures" @default.
• W2913623334 cites W1643185827 @default.
• W2913623334 cites W1969990794 @default.
• W2913623334 cites W1979723938 @default.
• W2913623334 cites W1999980139 @default.
• W2913623334 cites W2014577742 @default.
• W2913623334 cites W2022626390 @default.
• W2913623334 cites W2042658967 @default.
• W2913623334 cites W2058105039 @default.
• W2913623334 cites W2060105748 @default.
• W2913623334 cites W2068882156 @default.
• W2913623334 cites W2077417793 @default.
• W2913623334 cites W2083323510 @default.
• W2913623334 cites W2282744011 @default.
• W2913623334 cites W2287493718 @default.
• W2913623334 cites W2889131986 @default.
• W2913623334 cites W648401767 @default.
• W2913623334 doi "https://doi.org/10.1016/j.conbuildmat.2019.01.218" @default.
• W2913623334 hasPublicationYear "2019" @default.
• W2913623334 type Work @default.
• W2913623334 sameAs 2913623334 @default.
• W2913623334 citedByCount "49" @default.
• W2913623334 countsByYear W29136233342019 @default.
• W2913623334 countsByYear W29136233342020 @default.
• W2913623334 countsByYear W29136233342021 @default.
• W2913623334 countsByYear W29136233342022 @default.
• W2913623334 countsByYear W29136233342023 @default.
• W2913623334 crossrefType "journal-article" @default.
• W2913623334 hasAuthorship W2913623334A5026010288 @default.
• W2913623334 hasAuthorship W2913623334A5029960356 @default.
• W2913623334 hasAuthorship W2913623334A5061976705 @default.
• W2913623334 hasAuthorship W2913623334A5064748004 @default.
• W2913623334 hasAuthorship W2913623334A5080557474 @default.
• W2913623334 hasAuthorship W2913623334A5080577523 @default.
• W2913623334 hasConcept C127413603 @default.
• W2913623334 hasConcept C159985019 @default.
• W2913623334 hasConcept C168056786 @default.
• W2913623334 hasConcept C187320778 @default.
• W2913623334 hasConcept C18903297 @default.
• W2913623334 hasConcept C192562407 @default.
• W2913623334 hasConcept C29314403 @default.
• W2913623334 hasConcept C2986189917 @default.
• W2913623334 hasConcept C31972630 @default.
• W2913623334 hasConcept C39432304 @default.
• W2913623334 hasConcept C41008148 @default.
• W2913623334 hasConcept C4679612 @default.
• W2913623334 hasConcept C57473165 @default.
• W2913623334 hasConcept C76893819 @default.
• W2913623334 hasConcept C86803240 @default.
• W2913623334 hasConceptScore W2913623334C127413603 @default.
• W2913623334 hasConceptScore W2913623334C159985019 @default.
• W2913623334 hasConceptScore W2913623334C168056786 @default.
• W2913623334 hasConceptScore W2913623334C187320778 @default.
• W2913623334 hasConceptScore W2913623334C18903297 @default.
• W2913623334 hasConceptScore W2913623334C192562407 @default.
• W2913623334 hasConceptScore W2913623334C29314403 @default.
• W2913623334 hasConceptScore W2913623334C2986189917 @default.
• W2913623334 hasConceptScore W2913623334C31972630 @default.
• W2913623334 hasConceptScore W2913623334C39432304 @default.
• W2913623334 hasConceptScore W2913623334C41008148 @default.
• W2913623334 hasConceptScore W2913623334C4679612 @default.
• W2913623334 hasConceptScore W2913623334C57473165 @default.
• W2913623334 hasConceptScore W2913623334C76893819 @default.
• W2913623334 hasConceptScore W2913623334C86803240 @default.
• W2913623334 hasFunder F4320322725 @default.
• W2913623334 hasLocation W29136233341 @default.
• W2913623334 hasOpenAccess W2913623334 @default.
• W2913623334 hasPrimaryLocation W29136233341 @default.
• W2913623334 hasRelatedWork W1497583505 @default.
• W2913623334 hasRelatedWork W2063353637 @default.
• W2913623334 hasRelatedWork W2239656437 @default.
• W2913623334 hasRelatedWork W2283865247 @default.
• W2913623334 hasRelatedWork W2379797276 @default.
• W2913623334 hasRelatedWork W2900733131 @default.
• W2913623334 hasRelatedWork W3045086262 @default.
• W2913623334 hasRelatedWork W4225818290 @default.
• W2913623334 hasRelatedWork W578347651 @default.
• W2913623334 hasRelatedWork W639369200 @default.
• W2913623334 hasVolume "205" @default.
• W2913623334 isParatext "false" @default.
• W2913623334 isRetracted "false" @default.
• W2913623334 magId "2913623334" @default.
• W2913623334 workType "article" @default.