TU Darmstadt / ULB / TUbiblio

Contact area analysis of an asphalt-concrete boundary layer with X-ray computed tomography imaging

Middendorf, Moritz ; Umbach, Cristin ; Liu, Jia ; Koenders, Eduardus A. B. (2024)
Contact area analysis of an asphalt-concrete boundary layer with X-ray computed tomography imaging.
In: Construction and Building Materials, 2024, 430
doi: 10.26083/tuprints-00028163
Artikel, Zweitveröffentlichung, Verlagsversion

WarnungEs ist eine neuere Version dieses Eintrags verfügbar.

Kurzbeschreibung (Abstract)

This study focusses on the bond between asphalt and concrete. The bond is a decisive factor for the transfer of traffic loads. A lack of bond between the layers can quickly reduce the load-bearing behavior and thus lead to pavement failure. In the literature, the bond between asphalt pavements and concrete substrates is usually analyzed using mechanical test methods. With mechanical test methods, the effects of interlocking, glue adhesion and friction, which have an effect at the layer boundary, are not considered individually. Based on previous findings, the aim of this study is to carry out a precise analysis of the bonding at the layer interface between concrete and asphalt using bitumen emulsion by means of measurements with a high-resolution X-ray computer tomography (CT). To determine the effect of the surface texture of the substrate, the investigations were carried out on milled and smooth surface textures. In addition to the variation of the substrate profiles, the influence of the application quantity of the bitumen emulsions C40 B5-S and C60 BP4-S was analyzed by spraying quantities of 90 g/m² and 180 g/m² bitumen after breaking. A newly developed method was used to determine the effective degree of gluing at the layer boundary, which allowed the bonding efficiency to be determined. The results of the calculated degree of gluing for the individual variants show that the highest degree of gluing of 61.94% is achieved with the smooth texture variant and high application quantity of bitumen emulsion. The lowest degree of gluing of 17.01% was achieved with the milled texture variant without the application of bitumen emulsion. Overall, the results showed that the degree of gluing was increased for both surface textures by applying the bitumen emulsion. Compared to the smooth texture, the milled textures exhibit a lower degree of gluing for both bitumen quantities, which could be explained by the distribution of the bitumen emulsions on the substrate profiles.

Typ des Eintrags: Artikel
Erschienen: 2024
Autor(en): Middendorf, Moritz ; Umbach, Cristin ; Liu, Jia ; Koenders, Eduardus A. B.
Art des Eintrags: Zweitveröffentlichung
Titel: Contact area analysis of an asphalt-concrete boundary layer with X-ray computed tomography imaging
Sprache: Englisch
Publikationsjahr: 30 September 2024
Ort: Darmstadt
Publikationsdatum der Erstveröffentlichung: 7 Mai 2024
Ort der Erstveröffentlichung: Amsterdam [u.a.]
Verlag: Elsevier
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Construction and Building Materials
Jahrgang/Volume einer Zeitschrift: 430
Kollation: 12 Seiten
DOI: 10.26083/tuprints-00028163
URL / URN: https://tuprints.ulb.tu-darmstadt.de/28163
Zugehörige Links:
Herkunft: Zweitveröffentlichungsservice
Kurzbeschreibung (Abstract):

This study focusses on the bond between asphalt and concrete. The bond is a decisive factor for the transfer of traffic loads. A lack of bond between the layers can quickly reduce the load-bearing behavior and thus lead to pavement failure. In the literature, the bond between asphalt pavements and concrete substrates is usually analyzed using mechanical test methods. With mechanical test methods, the effects of interlocking, glue adhesion and friction, which have an effect at the layer boundary, are not considered individually. Based on previous findings, the aim of this study is to carry out a precise analysis of the bonding at the layer interface between concrete and asphalt using bitumen emulsion by means of measurements with a high-resolution X-ray computer tomography (CT). To determine the effect of the surface texture of the substrate, the investigations were carried out on milled and smooth surface textures. In addition to the variation of the substrate profiles, the influence of the application quantity of the bitumen emulsions C40 B5-S and C60 BP4-S was analyzed by spraying quantities of 90 g/m² and 180 g/m² bitumen after breaking. A newly developed method was used to determine the effective degree of gluing at the layer boundary, which allowed the bonding efficiency to be determined. The results of the calculated degree of gluing for the individual variants show that the highest degree of gluing of 61.94% is achieved with the smooth texture variant and high application quantity of bitumen emulsion. The lowest degree of gluing of 17.01% was achieved with the milled texture variant without the application of bitumen emulsion. Overall, the results showed that the degree of gluing was increased for both surface textures by applying the bitumen emulsion. Compared to the smooth texture, the milled textures exhibit a lower degree of gluing for both bitumen quantities, which could be explained by the distribution of the bitumen emulsions on the substrate profiles.

Freie Schlagworte: Layer bond, Bitumen emulsion, Gluing at the layer boundary, Degree of gluing, X-ray computed tomography
ID-Nummer: Artikel-ID: 136497
Status: Verlagsversion
URN: urn:nbn:de:tuda-tuprints-281638
Sachgruppe der Dewey Dezimalklassifikatin (DDC): 600 Technik, Medizin, angewandte Wissenschaften > 620 Ingenieurwissenschaften und Maschinenbau
600 Technik, Medizin, angewandte Wissenschaften > 624 Ingenieurbau und Umwelttechnik
600 Technik, Medizin, angewandte Wissenschaften > 690 Hausbau, Bauhandwerk
Fachbereich(e)/-gebiet(e): 13 Fachbereich Bau- und Umweltingenieurwissenschaften
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Werkstoffe im Bauwesen
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Verbund Institute für Verkehr
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Verbund Institute für Verkehr > Institut für Verkehrswegebau
Hinterlegungsdatum: 30 Sep 2024 13:56
Letzte Änderung: 01 Okt 2024 05:43
PPN:
Export:
Suche nach Titel in: TUfind oder in Google

Verfügbare Versionen dieses Eintrags

Frage zum Eintrag Frage zum Eintrag

Optionen (nur für Redakteure)
Redaktionelle Details anzeigen Redaktionelle Details anzeigen