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Publications (4 of 4) Show all publications
de Frias Lopez, R., Silfwerbrand, J., Jelagin, D. & Birgisson, B. (2016). Force transmission and soil fabric of binary granular mixtures. Geotechnique, 66(7), 578-583
Open this publication in new window or tab >>Force transmission and soil fabric of binary granular mixtures
2016 (English)In: Geotechnique, ISSN 0016-8505, E-ISSN 1751-7656, Vol. 66, no 7, p. 578-583Article in journal (Refereed) Published
Abstract [en]

The effect of fines content on force transmission and fabric development of gap-graded mixtures under triaxial compression has been studied using the discrete-element method. Results were used to define load-bearing soil fabrics where the relative contributions of coarse and fine components are explicitly quantified in terms of force transmission. Comparison with previous findings suggests that lower particle size ratios result in higher interaction between components. A potential for instability was detected for underfilled fabrics in agreement with recent findings. It was also found that the threshold fines content provides an accurate macroscopic estimation of the transition between underfilled and overfilled fabrics.

Place, publisher, year, edition, pages
ICE Publishing, 2016
Keywords
discrete-element modelling, fabric/structure of soils, particle-scale behaviour
National Category
Geotechnical Engineering and Engineering Geology
Research subject
FOI-portföljer, Äldre portföljer
Identifiers
urn:nbn:se:trafikverket:diva-6050 (URN)10.1680/jgeot.14.P.199 (DOI)000377361700005 ()2-s2.0-84963728575 (Scopus ID)
Projects
Utveckling av en mekanistisk baserad värderingsmodell för järnvägsmakadam
Funder
Swedish Transport Administration, TRV 2012/48809
Note

QC 20160721

Available from: 2016-04-12 Created: 2023-03-14 Last updated: 2025-09-04Bibliographically approved
Laurell Lyne, Å., Wallqvist, V. & Birgisson, B. (2013). Adhesive surface characteristics of bitumen binders investigated by Atomic Force Microscopy. Fuel, 113, 248-256
Open this publication in new window or tab >>Adhesive surface characteristics of bitumen binders investigated by Atomic Force Microscopy
2013 (English)In: Fuel, ISSN 0016-2361, E-ISSN 1873-7153, Vol. 113, p. 248-256Article in journal (Refereed) Published
Abstract [en]

Bitumen is a complex hydrocarbon whose composition-structure-property relationship is not well-understood. In this paper, microphase-separated topographic morphologies of unaged penetration grade 70/100 bitumen binders have been visualized by means of AFM QNM, and the relationship to local mechanical properties has been demonstrated. AFM QNM is a surface force mapping technique which measures parameters such as topography, adhesion and elastic modulus simultaneously. The resulting data can then be presented as images representing individual or overlaid parameters, e. g. topographic images with an adhesion overlay or topographic images with a modulus overlay. AFM QNM results show that the adhesive forces measured in the region surrounding (peri phase) the periodic topographic features resembling 'bees' (catana phase) and the region in the 'bee' areas are lower than the adhesive force measured in the smooth matrix (para phase). Likewise it was observed that Young's moduli in the region surrounding (peri phase) the 'bees' (catana phase) and in the 'bees' are higher than Young's modulus of the smooth matrix (para phase).

Keywords
Bitumen, AFM, Adhesion, Young's modulus, Topography
National Category
Engineering and Technology
Research subject
FOI-portföljer, Äldre portföljer
Identifiers
urn:nbn:se:trafikverket:diva-5870 (URN)10.1016/j.fuel.2013.05.042 (DOI)000323937300029 ()2-s2.0-84879473761 (Scopus ID)
Projects
T7729T7736Oberoende mätning av polära och dipolära krafter hos bitumen
Funder
Swedish Transport Administration, TRV 2012/53213
Note

QC 20130320. Updated from submitted to published.

Available from: 2023-02-21 Created: 2023-02-21 Last updated: 2025-09-04
Laurell Lyne, Å., Wallqvist, V., Rutland, M., Claesson, P. & Birgisson, B. (2013). Surface wrinkling: The phenomenon causing bees in bitumen. Journal of Materials Science, 48(20), 6970-6976
Open this publication in new window or tab >>Surface wrinkling: The phenomenon causing bees in bitumen
Show others...
2013 (English)In: Journal of Materials Science, ISSN 0022-2461, E-ISSN 1573-4803, Vol. 48, no 20, p. 6970-6976Article in journal (Refereed) Published
Abstract [en]

The so called "bee phenomenon" in bitumen has been investigated by means of AFM quantitative nanomechanical property mapping. Bees are a phenomenon that can be observed by topography measurements using AFM. The characteristic "bee" appearance comes from regions with alternating higher and lower bands in the surface topography of bitumen, which are surrounded by a flat area. The proposed mechanism for bee formation is phase separation and differential contraction during cooling from melt temperatures leading to wrinkling due to differences in the elastic modulus of the material phases. Using a laminate wrinkling model, the thickness of the bee laminate was calculated from the wavelengths and Young's moduli of the bee laminate and the matrix. It was found to vary between 70 and 140 nm for the five bitumen samples that contained significant amounts of wax.

Keywords
Atomic-Force Microscopy, Crude Oils, Sacrificial Bonds, Wax, Morphology, Particles, Talc, Afm
National Category
Engineering and Technology
Research subject
FOI-portföljer, Äldre portföljer
Identifiers
urn:nbn:se:trafikverket:diva-5871 (URN)10.1007/s10853-013-7505-4 (DOI)000322277700013 ()2-s2.0-84881122549 (Scopus ID)
Projects
Oberoende mätning av polära och dipolära krafter hos bitumen
Funder
Swedish Transport Administration, TRV 2012/53213
Note

QC 20130820

Available from: 2023-02-21 Created: 2023-02-21 Last updated: 2025-09-04
Laurell Lyne, Å., Collin, M. & Birgisson, B.Obstacles to Measuring Bitumen Surface Energy as it Pertains to Adhesion in Asphalt.
Open this publication in new window or tab >>Obstacles to Measuring Bitumen Surface Energy as it Pertains to Adhesion in Asphalt
(English)Manuscript (preprint) (Other academic)
National Category
Materials Engineering Civil Engineering
Research subject
FOI-portföljer, Äldre portföljer
Identifiers
urn:nbn:se:trafikverket:diva-5869 (URN)
Projects
Oberoende mätning av polära och dipolära krafter hos bitumen
Funder
Swedish Transport Administration, TRV 2012/53213
Note

QS 2014

Available from: 2023-02-21 Created: 2023-02-21 Last updated: 2025-09-04
Organisations
Identifiers
ORCID iD: ORCID iD iconorcid.org/0000-0003-0889-6078

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