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Force transmission and soil fabric of binary granular mixtures
KTH, Jord- och bergmekanik.ORCID iD: 0000-0001-9091-8963
KTH, Betongbyggnad.ORCID iD: 0000-0002-1526-9331
KTH, Byggnadsmaterial.ORCID iD: 0000-0002-0596-228X
KTH, Vägtekniks laboratorium.ORCID iD: 0000-0003-0889-6078
Responsible organisation
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. Vol. 66, no 7, p. 578-583
Keywords [en]
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: urn:nbn:se:trafikverket:diva-6050DOI: 10.1680/jgeot.14.P.199ISI: 000377361700005Scopus ID: 2-s2.0-84963728575OAI: oai:DiVA.org:trafikverket-6050DiVA, id: diva2:1743173
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: 2025-02-07Bibliographically approved

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de Frias Lopez, RicardoSilfwerbrand, JohanJelagin, DenisBirgisson, Björn

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