Performance model for unbound grnular materials pavements
2012 (English)Licentiate thesis, comprehensive summary (Other academic)
Recently, there has been growing interest on the behaviour of unbound granular material in road base layers. Researchers have studied that the design of a new pavement and prediction of service life need proper characterization of unbound granular materials, which is one of the requirements for a new mechanistic design method in flexible pavement.
Adequate knowledge of the strength and deformation characteristics of unbound layer in pavements is a prerequisite for proper thickness design, residual life determination, and overall economic optimization of the pavement structure. The current knowledge concerning the granular materials employed in pavement structures is limited. In addition, to date, no general framework has been established to explain satisfactorily the behaviour of unbound granular materials under the complex repeated loading which they experience.
In this study, a conceptual method, packing theory-based model is introduced; this framework evaluates the stability and performance of granular materials based on their packing arrangement. In the framework two basic aggregate structures named as Primary Structure (PS), and Secondary Structure (SS). The Primary Structure (PS) is a range of interactive grain sizes that forms the network of unbound granular materials. The Secondary Structure (SS) includes granular materials smaller than the primary structure. The Secondary Structures fill the gaps between the particles in the Primary Structure and larger particles essentially float in the skeleton.
In this particular packing theory-based model; the Primary Structure porosity, the average contact points (coordination number) of Primary Structure, and a new parameter named Disruption Potential are the key parameters that determine whether or not a particular gradation results in a suitable aggregate structure.
Parameters mentioned above play major role in the aggregate skeleton to perform well in terms of resistance to permanent deformation as well as load carrying capacity (resilient modulus). The skeleton of the materials must be composed of both coarse enough and a limited amount of fine granular materials to effectively resist deformation and carry traffic loads.
Place, publisher, year, edition, pages
Stockholm: KTH Royal Institute of Technology, 2012. , xiii, 18 p.
, Trita-TSC-LIC, 12-004
unbound granular materials, aggregate, packing theory, gradation, primary structure, secundary structure, permanent deformation, resilient modulus
IdentifiersURN: urn:nbn:se:kth:diva-97752ISBN: 978-91-85539-89-5OAI: oai:DiVA.org:kth-97752DiVA: diva2:533658
2012-06-01, B26, KTH, Brinellvägen 23, Stockholm, 09:00 (English)
Dawson, Andrew, Associate professor
Birgisson, Björn, Professor
QC 201206012012-06-142012-06-14Bibliographically approved
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